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BUP2015 - 00192 RECEIVED D , JUL 6 201 s CrITOFTIGARD BUILDING DIVISIO � ort OF TM e p _ Ankrom Moisan `i i \ 1\\ \ ;^•\9`" b� �.� , ,S,�C`L�v\3 1 h.,;�_ 2y v v 6720 SW MACADAM AVENUE,SUITE 100 b ` > PORTLAND,OR 97219 T 503-245-7100 _ 117 SOUTH MAIN STREET,SUITE 400 - -.v SEATTLE,WA 98104 T 206-576-1600 V ANKROM MOISAN ARCHITECTS, INC. J HORN CONSULTING ENGINEERS LLC STRUCTURAL 1 1302 SW BERTHA BLVD. PORTLAND,OR 97219 Y �• d r' , _ T 503-892-5782 , 11.0 • w a �ti , J Q - W M Q N N c CL' V) O Z VICINITY MAP MALL KEY PROJECT SUMMARY PROJECT DIRECTORY INDEX OF DRAWINGS o BUILDING OWNER/TEN m� ANT THE DUCK STORE ~ Z Q THE DUCK TORE WASHINGTON CO 1512600 895 EAST 13TH AVENUE 3 SUITE K06 TAX LOT NO. : EUGENE, OR 97401 $ • _ PHONE: 541.346.4331 � � w W CONTACT: KYLE MONINGER Z Q O w L PROJECT BUILDING CODES ARCHITECTURAL: w ' 2014 OREGON STRUCTURAL SPECIALITY CODE BASED 01 ANKROM MOISAN ARCHITECTS a a � � BUILDING: �� Y'S 6720 SW MACADAM, SUITE 100 W p .:s ON THE 2012 IBC PORTLAND, OR 97219 _ tt- ARCHITECTURAL ZO } 2014 OREGON MECHANICAL SPECIALTY CODE PHONE: 503.245.7100 A0.0 COVER SHEET • • • O I-- MECHANICAL AND FUEL GAS: CONTACT:ARIEL M. CHAVARRIA,AIA BASED ON THE 2012 IMC AND 2012 IFGC AO 1 CODE DATA, FIRE/LIFE SAFETY- EXITING • • • xLutt PLUMBING: 20140REGONPLUMBINGSPECIALTYCODE STRUCTURAL: A0.2 GENERAL NOTES,SYMBOLS,ANDABBREV • • • O iW Z BASED ON THE 2009 UPC HORN CONSULTING ENGINEERS LLC In A0.3 RESPONSIBILITY SCHEDULE • • • Y F- �� £' 1302 SW BERTHA BLVD. U L/) ELECTRICAL: 2014 OREGON ELECTRICAL SPECIALTY CODE A0.4 SPECIFICATIONS • • • O BASED ON THE 2011 NFPA 70 NEC PORTLAND, OR 97219 Y s PHONE: 503.892.5782 > U A1.1 DEMOLITION PLANS • • • `a: CONTACT: DAVE HORN Dy 01. CHAPTER 11 OF THE 2014 OSSC AND ICC A117.1 V>) ACCESSIBILITY: A2.1 FLOOR PLAN/DOOR SCHEDULE/WALL TYPES • • • BASED ON THE 2010 ADAAG,TITLES II AND III 4e% ,xa as - .. N GENERAL CONTRACTOR A2.2 REFLECTED CEILING PLAN • • • W x , 4� 2014 OREGON FIRE CODE PERLO CONSTRUCTION COMPANY 0.1 SITE PLAN FIRE: A3.1 STOREFRONT ELEVATIONS • • • BASED ON THE 2012 IFC 16101 SW 72ND AVE,#200 ��F�� ENERGY: PORTLAND, OR 97224 A3.11 SECTIONS • • • j�Q$comcoyl)I(� "IM 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE PHONE: 503.624.2090 w BASED ON THE 2009 IECC CONTACT: KATHLEEN BUONO A5.0 ADA REQUIREMENTS • • • AQ),.O" A6.1 ENLARGED INTERIOR PLANS • • oTh' a PERMITNO.: MECHANICAL SUBCONTRACTOR: pCetll�t TREVISION DATE REASON FOR ISSUE HVAC, INC. A6.5 INTERIOR ELEVATIONS • • �- V A7.1 DETAILS • • rrrr�nrior.�r iA•Yr•iirr 5188 SE INTERNATIONAL WAY Addin" Z 1111111 MILWAUKIE, OR 97222 A8.1 CASEWORK DETAILS • • 1Stu�Lu BUILDINGDATA PHONE: 503.462.4822 CONTACT: DIANE K. GARDNER n j� kj TYPE OF CONSTRUCTION: II-B(EXISTING) ELECTRICAL SUBCONTRACTOR: STRUCTURAL COPY v FIRE SUPPRESSION: SPRINKLED HILLSBORO ELECTRIC LLC OMCE ` OP" p 21185 NW EVERGREEN PARKWAY#110 S1.1 SUSPENDED CEILING PLAN • • COVER SHEET 0i OCCUPANCY GROUP: M- MERCANTILE HILLSBORO, OR 97124 o PHONE: 503.439.9666 52.1 DETAILS • • 6 NORDSTROMSEISMIC CATAGORY: D1 CONTACT: MARIUS MICHAEL o f SEPARATIONS: 1-HOUR BETWEEN TENANTS(EXISTING) FIRE PROTECTION SUBCONTRACTOR: �J o¢ MAX TRAVEL DISTANCE: 75 FEET OR LESS TO AN EXIT WYATT FIRE PROTECTION 9095 SW BURNHAM STREET PERMIT SET ce EXITS REQUIRED: TWO TIGARD, OR 97223 EXITS PROVIDED: TWO(EXISTING) PHONE: 503.684.2928 R a CONTACT: KEN SUTHERLAND DESCRIPTION DEFERRED SUBMITTALS v U DATE REVISION = PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING RETAIL SPACE.THE 07.02.2015 w¢ SEARS MODIFICATIONS CONSIST OF REMODELING THE EXISTING RETAIL STORE • FIRE SPRINKLER E2 3 SUITE#K06, REMOVING ONE OF THE RESTROOMS AND CONVERTING IT TO A LOW VOLTAGE-FIRE ALARM, SECURITY, IT PROJECT NUMBER SHEET NUMBER • MECHANELECTRIICAL DRESSING ROOM. 140880 00 = A0o0 OF- __ SCALE J N 1S�1AG S. t'� OCCUPANCY SUMMARYg(forexitin , Chap. 10): FIRE EXTINGUISHER KEYNOTES O {� c� SALES FLOOR = 1776/30 = 60 FEC TYPE B: C-SIZE I OF f�� DRESSING ROOM = 55/30 =2 STOCKROOM = 109/300 = 1 FEC TYPE B:C-SIZE II 2 OCCUPANT LOAD (for plumbing fixtures, Chap. 29). FEC 1A 10-B:CSIZE I TM ONE UNISEX RESTROOM PROVIDED FOR STAFF O FIRE / LIFE SAFETY KEYNOTES IA 1 EGRESS EXIT SIGNAGE(EXISTING) LOCATIONS TO BE CONFIRMED. PLAN A n k ro m M o i sa n REVISIONS AND EXIT ROUTES AS SHOWN HERE TO HAVE CLEAR VISUAL LINES OF SIGHT TO EXIT SIGNAGE. __. . .______ -------- --- 2 ALLOWABLE EXIT ACCESS TRAVEL DISTANCE PER TABLE 1016.1: TO EXTERIOR 6720 SW MACADAM AVENUE,SUITE 100 OR EXIT ENCLOSURE PORTLAND,OR 97219 FORM &S1OCCUPANCY=250FT(SPRINKLERED) T 503-245-7100 __........ . ......_ _ _____ _ _. 117 SOUTH MAIN STREET,SUITE 400 3 ® (E)EXISTING FIXTURE SEATTLE,WA 98104 T 206-S76-1600 DISTANCES NOTED ARE THE LONGEST EXIT PATH DISTANCE TO THE CLOSEST EXIT ENCLOSURE OR EXTERIOR EXIT ©ANKROM MOISAN ARCHITECTS, INC. HORN CONSULTING ENGINEERS LLC STRUCTURAL 1302 SW BERTHA BLVD. PORTLAND,OR 97219 T 503-892-5782 Q0 0 Y J J 1 Q A8.1 XIST W -- M o ss„ z N mo 1 30 M - - - - - - - - - - - - - - - - - - - - - V1O SE R \ R107R1 I I � CC OS /I 55 SF / ® O Ep � ° V 0 / ZHALLI ® IZ 87 SF 2'-0" Q EMERGENCY EGRESS LIGHTING PATH Q cy (E) MAX TRAVEL DISTANCE 40 FT MAX TRAVEL DISTANCE 40FT In (E) W (E) Z O o v FEC 1 o SALES FLOOR ° ° ENTRY UJI y-W 11776 101 Y N 0 Viii MAX TRAVEL DISTANCE 22 FT 1776 60 > Y :310` 30 -M 0 ? mr o LL N 0 S OCK ROOM = Ln W 104 0.)190 SF 0 190 1 w 1 I 300 I a/944 5 Q REVISION DATE REASON FOR ISSUE l H fl H r HI I H —FF--w XIST u V g Z O z z w u O CODE DATA c :2coFLS PLAN FLS-EXITING „ c 1 va cb v1 J PERMIT SET w Fe W � ; z _ ° V Z DATE REVISION 07.02.2015 J IA w Q Q3 PROJECT NUMBER SHEET NUMBER N 140880 00 w� o� J SCALE A091 n. _ 5560D Alkoa GENERAL NOTES SYMBOL LEGEND �rsMyc L rJWBMi�'��. A. GENERAL • "�a�'�! 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,A.I.A. 6. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND PLUMB. F. REQUIRED APPROVALS AND SUBMITTALS tfI , STANDARD FORM A201 -CURRENT EDITION,ARE HEREBY INCORPORATED INTO THIS 1. WHERE THE TERMS"OR EQUAL", "SIMILAR", OR OTHER GENERAL QUALIFYING TERMS DOCUMENT EXCEPT AS SPECIFICALLY MODIFIED BELOW. 7. UNLESS ELEMENTS IS ISTOHDD TOT TOTHERWHESE, DEPTH MINIMUMOF FURRING ON THICKNESS REQUIRED nTO CONCEALNS AND ER ARE USED,JUDGMENTIT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE OF THE ARCHITECT AND MUST BE SUBMITTED ORAPPROVAL RULING PRIOR TO D A77A. OF n 13 . THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER MECHANICAL, PLUMBING OR ELECTRICAL COMPONENTS. PURCHASE OR USE. LETTERS HORIZONTAL PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR NUMBER VERTICAL PROPER EXECUTION AND COMPLETION OF THE WORK. SCHEDULING OF APPROVALS 8. UNLESS OTHERWISE INDICATED, POSITION DOORJAMBS 4"OFF THE FACE OF 2. THE CONTRACTOR SHALL HAVE(10)WORKING DAYS FROM AWARD OF THE AND INSPECTIONS BY AUTHORITIES HAVING JURISDICTION(A.H.J.)OVER THE WORK IS ADJACENT INTERSECTING PARTITIONS OR CENTER ON PARTITION. CONTRACT TO SUBMIT SUBSTITUTIONS OF SPECIFIED PRODUCTS OR WORK FOR GRID TAG 1 THE RESPONSIBILITY OF THE CONTRACTOR. REVIEW BY ARCHITECT AND SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND 9. OUTLETS THAT OCCUR ON OPPOSITE SIDES OF THE SAME PARTITION ARE TO BE REASONS FOR SUBSTITUTION. THE ARCHITECT SHALL RESPOND IN(10)WORKING DAYS TM 3. THE CONTRACT DOCUMENTS CONVEY DESIGN INTENT AND THE GENERAL TYPE OF STAGGERED HORIZONTALLY A MINIMUM OF 12"TO MINIMIZE SOUND TRANSMISSION. FROM RECEIPT OF SUBMITTAL. NO SUBSTITUTIONS SHALL BE ACCEPTED AFTER THE ROOM NUMBER CONSTRUCTION DESIRED ARE INTENDED TO APPLY TOT HE FINESTQUALITYOF INITIAL TIME LIMIT HAS EXPIRED. DOOR TAG 101 EQUIPMENT MARK CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. C. DEMOLITION, CUTTING,AND PATCHING 3. THE CONTRACTOR SHALL REVIEW,SIGN, DATE AND SUBMIT ELECTRONIC DOCUMENT FILES PER 4. ANY ITEMS NOTED"BY OWNER"OR AS BEING PROVIDED BY OWNER IN THESE SPECIFICATION TO ARCHITECT FOR REVIEWALL SHOP DRAWINGS AND CUT SHEETS SIGNED EQUIPMENTTAG CONTRACT DOCUMENTS SHALL BE PROVIDED BY THE OWNER OR HIS VENDORS AND 1. THE CONTRACTOR SHALL INSPECT THE SITE AND CALLATTENTION TO "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. KEYNOTE NUMBER '`r m INSTALLED BY THE GENERAL CONTRACTOR OR HIS WORK FORCE UNLESS EXPRESSLY NOTED ENVIRONMENTAL HAZARDS WITH LANDLORD. SAID HAZARDS ARE TO BE REMOVED AT CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. A (�1 O 1 I 1 M O(S AS BEING INSTALLED "BY OWNER" - REFER TO THE RESPONSIBILITY SCHEDULE FOR THE LANDLORD'S EXPENSE. REMOVAL SHALL ADHERE TO THE ENVIRONMENTAL KEYNOTE 9 CASEWORK NUMBER-A8.0 an MORE INFORMATION.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AGENCY S GUIDELINES. 4. IN THE EVENTTHATTHE AFOREMENTIONED DRAWINGS,SPECIFICATIONS, ETC.ARE SHEETS PROVIDING ANYAND ALL ACCESSORY MATERIALS REQUIRED TO INSTALL SUCH ITEMS NOT SUBMITTED FOR REVIEW AND APPROVAL,THE CONTRACTOR SHALL ASSUME FULL AND MAKE FINAL CONNECTIONS. CASEWORKTAG X/A8.X 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION,CUTTING AND PATCHING RESPONSIBILITY FOR THE REPLACEMENT, CORRECTION OR ACQUISITION OF PRODUCTS UPPER ROOM NAME REQUIRED TO FACILITATE COMPLETION OF THE WORK. TO COMPLY WITH OWNER'S SPECIFICATION AND APPROVAL. ROOM NAME 5. PRIOR TO SUBMITTING A PROPOSAL OR COMMENCEMENT OF WORK,THE R OOM ROOM NUMBER 6720 SW MACADAM AVENUE,SUITE 100 CONTRACTOR SHALL VISIT THE PROJECT SITE TO COMPARE THE SCOPE OF WORK 3. PRIOR TO STARTING WORK, ERECT TEMPORARY BARRIERS AROUND THE PERIMETER 5. THE CONTRACTOR SHALL PROVIDE CHALK LINES ON THE SLAB OF PARTITIONS FOR ROOM TAG E PORTLAND,OR 97219 SHOWN ON THE DRAWINGS AND OTHER CONTRACT DOCUMENTS WITH EXISTING OF THE PROJECT AND BASE BUILDING TOILET FACILITIES TO PREVENT THE SPREAD OF REVIEW PRIOR TO FRAMING AND SHALL NOTIFY ARCHITECT OF ANY DEVIATION FROM ROOM SQ FT T 503-245-7100 CONDITIONS. PROMPTLY REPORT ANY ERRORS,OMISSIONS, INCONSISTENCIES OR DUST AND OTHER CONTAMINANTS TO ADJACENT AREAS OF THE BUILDING. MAINTAIN CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON THE DRAWINGS OR SF OTHER DETRIMENTAL CONDITIONS TO THE ARCHITECT. IF THE CONTRACTOR FAILS TO DUST PROOF AND SOUND BARRIERS THROUGHOUT THE COURSE OF CONSTRUCTION OF APPARENT CONSTRUCTION CONFLICTS. WINDOW TAG 117 SOUTH MAIN STREET,SUITE 400 PERFORM THIS OBLIGATION,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS OR UNTIL NO LONGER REQUIRED. REMOVE BARRIERS AND REPAIR ANY DAMAGE WINDOW TAG A SEATTLE,WA 98104 AND DAMAGES ASSOCIATED WITH ACTIONS REQUIRED TO CORRECT UNREPORTED CAUSED BY THEIR INSTALLATION TO MATCH ADJACENT SURFACES. 6. UPON SUBSTANTIAL COMPLETION OF WORK,THE HVAC SYSTEM SHALL BE BALANCED WALL TAG T 206-576-1600 CONDITIONS THAT OTHERWISE COULD HAVE BEEN AVOIDED. BY A QUALIFIED ENGINEER AND A WRITTEN REPORT SHALL BE SUBMITTED TO THE 4. UNLESS NOTED OTHERWISE,ALL DEMOLISHED DEBRIS, MATERIAL, EQUIPMENT AND OWNER. WALL TAG B ®ANKROM MOISAN ARCHITECTS,INC. 6. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND/OR FIXTURES BECOME THE PROPERTY OF THE CONTRACTOR WHO IS RESPONSIBLE FOR ITS ROOM SQ FT SPECIFICATIONS,THE CONTRACTOR SHALL REQUEST A CLARIFICATION FROM THE SAFE REMOVAL FROM THE SITE. DISPOSAL OF DEMOLISHED MATERIAL SHALL BE IN 7. UPON SUBMISSION OF THE"FINAL APPLICATION FOR PAYMENT',THE CONTRACTOR u aM«< ROOM OCCUPANT LOAD ARCHITECT IN WRITING. THE ARCHITECTS RESPONSE TO THE CONTRACTOR'S REQUEST ACCORDANCE WITH APPLICABLE RULES, REGULATIONS AND ORDINANCES OF SHALL PROVIDE THE OWNER WITH(1)SET OF AS-BUILT DOCUMENTATION INCLUDING 1000 200 HORN CONSULTING ENGINEERS LLC FOR INFORMATION SHALL NOT BE CAUSE FOR A CHANGE IN THE CONTRACTAMOUNT AUTHORITIES HAVING JURISDICTION. COORDINATE WITH LANDLORD. DRAWINGS, SPECIFICATIONS,ADDENDA, CHANGE ORDERS, PRODUCT DATA, EQUIPMENT FIRE LIFE SAFETY TAG ROOM OCCUPANT TYPE UNLESS IT IS AGREED THAT THE ORIGINAL SCOPE OF WORK HAS BEEN ALTERED BYTHE WARRANTIES AND MANUALS, FINISH SAMPLES AND OTHER REQUIRED SUBMITTALS. THE 200 A-2.1 STRUCTURAL RESPONSE. 5. PATCH ALL EXISTING OR NEWLY DAMAGED AREAS TO MATCH ADJACENT SURFACES CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN WARRANTY COVERING ALL OCCUPANT LOAD FACTOR 1302 SW BERTHA BLVD. IN QUALITY,TEXTURE AND COLOR. WORK PERFORMED UNDER THE CONTRACT. WARRANTY SHALL BE FOR A PERIOD OF NUMBER OF EXITS REQ'D PORTLAND,OR 97219 7. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ONE YEAR COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION AND SHALL BE REVISION NUMBER T 503-892-5782 ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRENCHING AND UNDER INCLUDED WITH THIS SUBMITTAL. REVISION TAG COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF GROUNDWORK WITH SUBCONTRACTORS. DETAIL NUMBER ANY OF THE CONSULTANTS WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS B. THE CONTRACTOR SHALL SUPPLY LIEN WAIVERS RELATING TO ALL WORK WITH THE TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. IMPROPERLY INSTALLED WORK "FINAL APPLICATION FOR PAYMENT"TO BE REVIEWED FOR"FINAL CERTIFICATE OF SHEET NUMBER ELEVATION TAG � SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO D. GENERAL CONSTRUCTION PAYMENT". Aqp EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER. 1. CONTRACTOR SHALL VERIFY ALL GRID LINE COORDINATES AND CHECK THEM TMP AGAINST DIMENSIONS SHOWN ON PLANS AND DETAILS. ARCHITECT SHALL BE NOTIFIED G. CHANGES IN WORK 8. GENERAL CONTRACTOR WILL COORDINATE ALL WORK WITH THE LANDLORD AND OF ANY DISCREPANCY DURING STAKING. 1. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR SECTION NUMBER PERFORM WORKTO MEETALL REQUIREMENTS OFTHE LEASE AGREEMENT. MAKE CHANGES BY ALTERING,ADDING TO OR DEDUCTING FROM THE WORK-THE 1 SHEET NUMBER CONTRACTORS WORK IS SUBJECT TO INSPECTION BY THE LANDLORD FOR COMPLIANCE 2. ALL LANDSCAPE MATERIALS DISPLACED OR DISTURBED AS A RESULT OF CONTRACT SUM BEING ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE EXECUTED BUILDING SECTION TAG WITH THE TERMS OF THE LEASE AGREEMENT. CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION. UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR A4.0 EXTENSIONS OF TIME CAUSED THEREBY SHALL BE INDICATED ON THE CHANGE ORDER. . PRIOR TO BEGINNING WORK,THE CONTRACTOR SHALL FURNISH A CONSTRUCTION 3. THE CONTRACTOR SHALL FIRMLY ANCHOR PARTITIONS PERJURISDICTION AND SECTION NUMBER 1.0 SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF WORK,SCHEDULE OF VALUES, INDUSTRY STANDARDS AND USE METAL TRIM ACCESSORIES AT EXPOSED CORNERS, 2. CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY 1 SHEET NUMBER O AND INSURANCE CERTIFICATE. THIS SCHEDULE SHALL INDICATE ORDERING LEAD EDGES AND ENDS IN PLASTER AND DRYWALL PARTITIONS. ARCHITECT AND OWNER AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE WALL SECTION TAG Y TIMES,A BEGINNING AND END DATE FOR EACH PHASE ANDA PROJECTED COMPLETION WORK, MATERIALS BEING USED,THE ROOM NUMBER OR AREA AFFECTED,AND THE DATE FOR THE ENTIRE PROJECT. 4. ALL MATERIALS USED IN UNFINISHED ATTIC SPACE SHALL BE NON-COMBUSTIBLE. AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. �1- ANY WOOD SHALL BE FIRE RETARDANT TREATED. DETAIL NUMBER J 10.THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND H. SITE CONSIDERATIONS 1 SHEET NUMBER J SCHEDULING OFTHE WORK EFFORTS FORALL ENGINEERS, SUBCONTRACTORS, 5. ALL ROOF PENETRATIONS SHALL BE CUT, FLASHED AND SEALED BYTHE LANDLORD'S 1. DEMOLITION WORK SHALL BE COORDINATED WITH THE LANDLORD TO MINIMIZE DETAILTAG CRAFTSMEN AND TRADESMEN REQUIRED TO COMPLETE THEJOB AND SHALL BE ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOF SYSTEM INTEGRITY AND DISRUPTION AND INCONVENIENCE. MAINTAIN SAFE MEANS OF ACCESS AND EGRESS TO A4.0 DRAWING NUMBER C RESPONSIBLE FOR PROVIDING THEM WITH FULL SETS OF CURRENT DRAWINGS, WARRANTY. OCCUPIED SPACES. �- DRAWING NAME G ADDENDUM,AND OTHER SUPPLEMENTAL INFORMATION PERTINENT TO THE 6. THE CONTRACTOR,SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL, 2. MAINTAIN THE INTEGRITY OF RATED PARTITIONS AND OTHER FIRE RATED , P LAN w COMPLETION OF THE WORK. ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS ASSEMBLIES. REPAIR OR REPLACE DAMAGED PORTIONS WITH NEW CONSTRUCTION TO TITLE LINE m 11.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. MATCH EXISTING AND HAVE REPAIR WORK APPROVED BY THE BUILDING INSPECTOR. A2.2 Full Scale�� DRAWING SCALE Q N ITEMS WITHIN THE SPACE AND ABOVE THE CEILINGS(INCLUDING BUT NOT LIMITED TO, SHEET NUMBER STRUCTURAL MEMBERS,CONDUITS, RACEWAYS, LIGHT FIXTURES,CEILING SYSTEM AND 7. CEILING FRAMING IN THE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED 4. BUILDING MECHANICAL AND ELECTRICAL SERVICE SHUT DOWN REQUIRED FOR THIS �y Cr ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED)AND SHALL BE RESPONSIBLE FOR WITH EACH OTHER AND WITH THE RECESSED LIGHT FIXTURES. ALL RECESSED WORK SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR MINIMUM OF(72) `J Of MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE FIXTURES SHALL BE SET FLUSH INTO CEILING. HOURS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL (n O DRAWINGS AND THE FINISH SCHEDULE. FROM AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN AND SHALL NOT 8. NEW PIPE, CONDUIT AND DUCT PENETRATIONS OF FIRE RATED ASSEMBLIES ARE TO OVERLY INCONVENIENCE BUILDING OCCUPANTS. ABBREVIATIONS Z 12.THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL BE CONSTRUCTED IN ACCORDANCE WITH AN UNDERWRITERS LABORATORY TESTED O Of Q SERVICE FOR TRADES. DESIGN. 5. VERIFY EXISTING SPRINKLER DROP LOCATIONS. ADDITIONS, MODIFICATIONS OR RELOCATIONS OF THE EXISTING SPRINKLER SYSTEM ARE TO BE ALTERED IN TOTAL ADA AMERICANS WITH DISABILITY ACT 0 13. UNLESS OTHERWISE STIPULATED IN THE CONTRACT DOCUMENTS,THE 9. WIRING AND CONDUIT IS TO BE CONCEALED IN BOTH NEW AND EXISTING CONFORMANCE WITH LANDLORD'S CRITERIA AND SHALL BE SUBMITTED FOR PERMIT AFF ABOVE FINISH FLOOR r CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION,STORAGE AND PAYMENT PARTITIONS WITH ALL OUTLETS, SWITCHES AND SIMILAR DEVICES MOUNTED IN SEPARATELY. DRAWINGS SHALL BE SUBMITTED TO OWNER FOR REVIEW. BD BOARD z q OF ALL LABOR, MATERIALS,TAXES, EQUIPMENT,TOOLS, CONSTRUCTION EQUIPMENT, RECESSED JUNCTION BOXES WITH FLUSH COVER PLATES. SURFACE MOUNTED CUR CLEAR OPENING _ MACHINERY,TRANSPORTATION AND OTHER FACILITIES NECESSARY FOR PROPER CONDUIT,WIREMOLD,OUTLETS, ETC.WILL NOT BE PERMITTED UNLESS OTHERWISE 6. WOOD CASEWORK SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE COL COLUMN = 0 EXECUTION AND COMPLETION OF THE WORK WHETHER OR NOT IT IS SPECIFICALLY NOTED. (AWI)"PREMIUM GRADE"QUALITY STANDARDS AND SHALL BE"FLUSH OVERLAY" CL' CALLED OUT OR DETAILED ON THE DRAWINGS. CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE DRAWINGS. FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR 10. VERIFY EXACT DIMENSIONS OF ALL OWNER SUPPLIED EQUIPMENT, FEATURES AND FOIO FURNISHED BY OWNER, INSTALLED BY OWNER Q W- 14.THE CONTRACTOR WARRANTS TO THE OWNER THAT MATERIALS AND EQUIPMENT FIXTURES TO ASSURE A PROPER FIT WHERE EQUIPMENT, FEATURES AND FIXTURES ARE 7. PLASTIC LAMINATE CASEWORK SHALL CONFORM TO ARCHITECTURAL WOODWORK Q FURNISHED UNDER THE CONTRACT WILL MEET INDUSTRY STANDARDS AND BE NEW SHOWN BUILT-IN TO NEW MILLWORK, UNDER COUNTER AND BETWEEN NEW AND INSTITUTE(AWI)"CUSTOM GRADE"QUALITY STANDARDS AND SHALL BE "FLUSH GYP BD GYPSUM BOARD Z) AND OF GOOD QUALITY UNLESS OTHERWISE PERMITTED BY THE CONTRACT EXISTING PARTITIONS. OVERLAY" CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE DRAWINGS. NA NOT APPLICABLE 01 DOCUMENTS. THE WORK WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, ILIJ N FREE FROM DEFECTS AND WILL BE COMPLETED IN A NEAT AND WORKMANLIKE MANNER 11. COMMUNICATION, DATA,SECURITY AND SIMILAR SYSTEMS WILL BE PROVIDED AND 8. CASEWORK SHALL BE SCRIBED TO WALL OR CEILING. CONTRACTOR SHALL Z ACCEPTABLE TO THE OWNER. INSTALLED BY THE OWNER UNLESS OTHERWISE NOTED IN THE CONTRACT COORDINATE WITH OTHER INVOLVED TRADES. O 0 DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE 15.THE CONTRACTOR SHALL PROMPTLY CORRECT INA PROFESSIONAL MANNER,AT NO WITH THE OWNER AND PROVIDE CONDUIT, BOXES AND OTHER ROUGH-IN I. LANDLORD'S REQUIREMENTS (D (n Z ul REQUIREMENTS TO FACILITATE FINAL WIRING INSTALLATION. ST TO THE OWNER AND WITHOUT CHANGE IN CONTRACT TIME,ALL NON-CONFORMING OR DEFECTIVE WORK AND DAMAGES CAUSED BY HIS WORK OR 1. THE GC AND THEIR SUBCONTRACTORS SHALL COMPLY WITH THE FOLLOWING DOCUMENT: i WORKMEN WHETHER DISCOVERED BEFORE OR AFTER SUBSTANTIAL COMPLETION. 12. LOCKSETS SHALL BE"KEYED" IN ACCORDANCE WITH OWNER REQUIREMENTS. "WASHINGTON SQUARE CONTRACTOR RULES AND REGULATIONS." U Q "KEYS"ARE TO BE DELIVERED TO OWNER PROPERLY TESTED. THE NUMBER OF MASTER U > 16.THE CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND SYSTEMS FOR PROPER AND PASS KEYS SHALL BE COORDINATED WITH OWNER. 0 >> ? Qy 010 OPERATIONS UPON SUBSTANTIAL COMPLETION OF PROJECT. 13. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL TILE LOCATIONS, PLASTIC Q 17.THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ENTIRE PROJECT SITE AND PANEL LOCATIONS, MECHANICAL ROOM WALLS,AND AS NOTED ON DRAWINGS, NLU Ln ADJACENT AFFECTED SPACES TO THE SATISFACTION OF THE OWNER. = LU 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.O.C. o 18.THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING REPORTS AND REGULATIONS FOR MATERIALS USED IN CONSTRUCTION. Ln GUARANTEES TO THE OWNER OR OWNER'S REPRESENTATIVE; 0 A. ELECTRICAL INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. 15. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK REQUIREMENTS. DURING THE LAYING OF FLOORING, STONE,WOOD, OR OTHER MATERIAL. FINISHED < B. PLUMBING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. REQUIREMENTS > . FIRE MARSHALL'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS. REVISION DATE REASON FOR ISSUE / D. BUILDING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H J. E. FIRE LIFE SAFETY g REQUIREMENTS. 1. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE E.A.H.J. CERTIFICATE OF OCCUPANCY. DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. Z O 2. MAINTAIN THE FUNCTION AND INTEGRITY OF EXISTING FIRE, LIFE/SAFETY AND Z B. DRAWING CONVENTIONS SECURITY SYSTEMS. 1. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DRAWINGS. 3. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN DRAWING DIMENSIONS AND UO FIELD CONDITIONS. REQUIREMENTS 0 2. PLAN DIMENSIONS ARE GIVEN TO FACE OF STUDS OR FACE OF EXISTING WALL4. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND GENE RAL NOTES UNLESS OTHERWISE NOTED. LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. SYMBOL LEGEND 3. PARTITION THICKNESS IS DERIVED FROM DESCRIPTION OF THE PARTITION 5. DURING CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE A PORTABLE J CONSTRUCTION AND/OR DESIGNATED DETAIL FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN(75 FT.) FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR N < 4. PARTITIONS THAT INTERSECT INTERIOR OR EXTERIOR GLAZED WALLS ARE TO CENTER ON MULLIONS AND PERPENDICULAR TO EXTERIOR WALL UNLESS DETAILED PERMIT SET ^ OTHERWISE. ¢EdZ) 04 d 5. UNLESS OTHERWISE NOTED, PARTITIONS AND OTHER ELEMENTS ON THE DRAWING j Z THAT ARE DRAWN AT AN OBLIQUE ANGLE ARE TO BE CONSTRUCTED ATA 45-DEGREE UANGLE TO THE MAIN GRID. Z DATE REVISION 3 07.02.2015 < , � QO PROJECT NUMBER SHEET NUMBER k 140880 SCALE AO • 2 OD zic:h. 1�a RESPONSIBILITY SCHEDULE RESPONSIBILITY KEY NARRATIVE: PMN10`' OR m m OWN =OWNER C3 0 GC = GENERAL CONTRACTOR THE OWNER HAS ELECTED TO PROVIDE, OR CAUSE OTHERS TO PROVIDE,CERTAIN o J ARCH =ARCHITECT MATERIALS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT.GENERAL O Q � EXIST = EXISTING CONTRACTOR(GC)SHALL INCLUDE COSTS FOR ALL LABOR TO UNLOAD MATERIALS AND ITEM COMMENTS NA = NOT APPLICABLE EQUIPMENT PURCHASED DIRECTLY BY THE OWNER AND DELIVERED TO THE JOBSITE,AS WELL AS,VERIFYING QUANTITIES DELIVERED. DELIVERY DEFICIENCIES MUST BE NOTED TM PERMIT SUBMITTAL ARCH BUILDING PERMIT AND IMMEDIATELY FORWARDED TO THE OWNER. TRADE PERMIT SUBMITTAL GC FIRE SPRINKLER AND FIRE ALARM 1. SIGNAGE :SIGNAGE WILL BE PROVIDED AND INSTALLED BY OWNER LIN DER A SEPARATE PERMIT PICK UP GC GC SHALL PAY FOR APPLICABLE FEES CONTRACT. CERTIFICATE OF OCCUPANCY GC 1.1. GC IS RESPONSIBLE FOR PROVIDING THE PROPER STRUCTURE, BLOCKING, ELECTRICAL ROUGH-INS AND COORDINATING INSTALLATION. A n k 1 o 1 1 1 �A O I CJ a n INFRASTRUCTURE: GC TO PROVIDE ALL THE WORK WITHIN THE SPACE UNLESS OTHERWISE NOTED �L1� I�'' WATER/SEWER TO SPACE EXIST EXIST 1.2. FINAL ELECTRICAL HOOKUP WILL BE PERFORMED BY GCS ELECTRICAL CONTRACTOR. ELECTRICAL TO SPACE EXIST EXIST 2. INTERIOR SIGNAGE AND GRAPHICS: TELEPHONE TO SPACE EXIST EXIST 2.1. ALL INTERIOR SIGNAGE AND GRAPHICS WILL BE PROVIDED AND INSTALLED BY OWNER OR -... - - - -- 6720 SW MACADAM AVENUE,SUITE 100 ELECTRIC METER EXIST EXIST OWNERS REPRESENTATIVE. PORTLAND,OR 97219 WATER METER EXIST EXIST T 503-245-7100 3. FIRE EXTINGUISHERS: HVAC UNITS GC GC CHANGES PER NEW SPACE REQUIREMENTS 3.1. FIRE EXTINGUISHERS WILL BE SUPPLIED AND INSTALLED BY GC. 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 LIFE SAFETY: 4. MILLWORK:THE MILLWORK PACKAGE SHALL BE PROVIDED BY OWNER AND T 206-576-1600 FIRE ALARM SYSTEM GC GC GC TO PROVIDE LOW-VOLTAGE AS REQUIRED-COORDINATE WITH OWNER INSTALLED BY OWNER'S SUBCONTRACTOR AND WILL INCLUDE CASH WRAP, FLOATING WOOD _ -. ___. ..._ ®ANKROMMOISANARCHITECTS, INC. FIRE SPRINKLER SYSTEM GC GC CEILING ABOVE CASH WRAP COUNTER TOPS,CABINETS, DRESSING ROOM BENCH AND -........ MISCELLANEOUS PIECES. FIRE EXTINGUISHERS GC GC GC SHALL COORDINATE QUANTITIES&LOCATIONS WITH FIRE MARSHAL HORN CONSULTING ENGINEERS LLC 4.1. GC IS RESPONSIBLE FOR COORDINATING SCHEDULE WITH OWNER'S CASEWORK LOW-VOLTAGE: SUBCONTRACTOR. STRUCTURAL SOUND SYSTEM OWN OWN GC TO PROVIDE POWER AS REQUIRED-COORDINATE WITH OWNER 1302 SW BERTHA BLVD. 4.2. GC IS RESPONSIBLE FOR PROVIDING AND INSTALLATION OF BLOCKING OR OTHER PORTLAND, SECURITY SYSTEM OWN OWN GC TO PROVIDE LOW-VOLTAGE AS REQUIRED-COORDINATE WITH OWNER BACK-UP REQUIRED FOR A WORKMAN-LIKE INSTALLATION. T 503-892-5782 TELEPHONE SYSTEM OWN OWN GC TO PROVIDE RING/STRING BOXES-COVER PLATES BY OWNER'S VENDOR 5. SECURITY SYSTEM:THE SECURITY SYSTEM WILL BE PROVIDED AND INSTALLED BY POINT OF SALE SYSTEM OWN OWN GC TO PROVIDE RING/STRING BOXES-COVER PLATES BY OWNER OWNER UNDER A SEPARATE CONTRACT. CONSTRUCTION ELEMENTS: 5.1. GC WILL COORDINATE INSTALLATION AND PROVIDE POWER FOR THE SYSTEM. STOREFRONT&GLAZING EXIST EXIST 6. SOUND SYSTEM:THE SOUND SYSTEM WILL BE PROVIDED AND INSTALLED BY OWNER UNDER A SEPARATE CONTRACT. EXT.SIGNAGE AND METAL PANEL OWN OWN GC TO PROVIDE POWER AS REQUIRED-COORDINATE WITH OWNER'S SUBCONTRACTOR INTERIOR DOORS&HARDWARE EXIST/GC EXIST/GC GC TO PROVIDE DOORS AND HARDWARE PER DRAWINGS 6.1. GC WILL COORDINATE INSTALLATION AND PROVIDE POWER FOR THE SYSTEM. CONCRETE FLOOR SLABS EXIST/GC EXIST/GC GC TO PROVIDE TRENCHING AS REQUIRED 7. POINT OF SALE SYSTEM (POS):THE POS SYSTEM WILL BE PROVIDED AND INSTALLED BY OWNER GYPBOARD CEILING GC GC UNDER A SEPARATE CONTRACT. - - - -- -- -- - O INTERIOR LIGHTING GC GC GC TO PROVIDE LIGHTING AS REQUIRED-COORDINATE TRACK LIGHTING AND PENDANTS WITH OWNER 7.1. GC WILL PROVIDE AND INSTALL CONDUIT,JUNCTION BOXES, MUD RINGS,AND Y PAINTING GC GC COORDINATE INSTALLATION WITH THE POS SUPPLIER. FLOORING GC GC 8. COMPUTER SYSTEM:THE OFFICE COMPUTER SYSTEM, FAX AND OTHER J ---- -- --- -- - - - MISCELLANEOUS OFFICE EQUIPMENT WILL BE PROVIDED AND INSTALLED BY RESTROOM ACCESSORIES EXIST/GC EXIST/GC GC TO REUSE ACCESSORIES OWNER UNDER A SEPARATE CONTRACT. CASEWORK OWN OWN GC TO COORDINATE TRENCHING AND BLOCKING-CASEWORK PROVIDED AND INSTALLED BY OWNER'S VENDOR C 8.1. GC WILL COORDINATE INSTALLATION AND PROVIDE FOR THE SYSTEM AND C PLUMBING FIXTURES EXIST/GC EXIST/GC GC TO REUSE PLUMBING FIXTURES EQUIPMENT PER THE PLANS. w FF&E: 9. PHONE/DATA LINES: PHONE AND DATA LINES WILL BE PROVIDED AND INSTALLED M DRESSING ROOM MIRRORS OWN OWN BY OWNER UNDERA SEPARATE CONTRACT. Q N WALL STANDARDS, RACKS& OWN OWN GC TO PROVIDE BACKING FOR OWNER'S FIXTURES 9.1. GC WILL PROVIDE APPROPRIATE CONDUIT, BOXES, MUD RINGS FOR ALL THE NECESSARY GONDOLAS LINES AND COORDINATION OF INSTALLATION. a a. _. .---...___.. - _ _ _- -. In O INTERIOR SIGNAGE AND GRAPHICS OWN OWN 10. LOCKS: GC WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING LOCKS. 11. RESTROOM ACCESSORIES:ALL RESTROOM ACCESSORY SHALL BE REUSED.GC TO VERIFY CONDITION O SITE OBSERVATIONS: OF EXISTING ACCESSORIES. LD ARCHITECTURAL GC GC TO SET UP REOCCURRING OAC MEETINGS 12. CONTRACTOR REQUIREMENTS F- STRUCTURAL GC GC TO CALL STRUCTURAL ENGINEER TO REVIEW WALL AND CEILING FRAMING PRIOR COVER 12.1. GC AND THEIR SUBCONTRACTORS SHALL COMPLY WITH THE FOLLOWING DOCUMENT: Q "WASHINGTON SQUARE CONTRACTOR RULES AND REGULATIONS." _ O 12.2. GCS ON SITE OFFICE(TRAILER OR INTERIOR SPACE) IS TO BE EQUIPPED WITH LuLu INTERNET ACCESS. Q 12.3. GC WILL VERIFY THAT APPLICATIONS FOR PERMANENT ELECTRICAL SERVICE HAVE BEEN D MADE,VERIFY THAT ALL APPLICATION FEES HAVE BEEN PAID AND VERIFY INSTALLATION i c' DATES UPON CONTRACT EXECUTION. w L/1 12.4. GC IS RESPONSIBLE FOR ALL TEMPORARY UTILITY SERVICE(S) REQUIRED TO w Z CONSTRUCT THE PROJECT. O 12.5. GC IS RESPONSIBLE FOR ENSURING THAT ALL LANDLORD PROPERTY IS LEFT Z Lu Lu YW "AS FOUND" CONDITION. - 12.6. GC WILL COORDINATE AND OBTAIN ALL LOCAL JURISDICTION INSPECTIONS U ulz Q O AND ANY PRE-CONSTRUCTION INSPECTIONS. no D N o 5 MLN Lu _ 00 00 w H rn 0 W REVISION DATE REASON CL w 1 F- u V g Z 0 F Q Z cW L V RESPONSIBILITY c 00 < SCHEDULE _o �6 J �J oW PERMIT SET �a < z 2 DATE REVISION 07.02.2015 J N W Q Q 3 PROJECT NUMBER SHEET NUMBER 140880 SCALE 03 0U) CL= DIVISION 1 -GENERAL REQUIREMENTS DIV 01 mw 011000-SUMMARY 015000-TEMPORARY FACILITIES AND CONTROLS DIVISION 8-OPENINGS DIV 08 DIVISION 10-SPECIALTIES DIV 10 "a PART 1 -GENERAL PART 1 -GENERAL 081000-WOOD DOORS AND FRAMES 10 8000-TOILET ACCESSORIES Lnp Ppmlm Olt 1.01 DESCRIPTION OF WORK:AN APPROXIMATELY 2,260 SQUARE FOOT TENANT IMPROVEMENT. 1.01 TEMPORARY SERVICES: PROVIDE TEMPORARY SERVICES AND UTILITIES, INCLUDING !� PAYMENT OF UTILITY COSTS INCLUDING:WATER(POTABLE AND NON-POTABLE); LIGHTING 1.01 INTERIOR WOOD DOORS:THICKNESS, 1 3W DOOR, FACTORY FINISH -PAINT GRADE. 1.01 REUSE EXISTING. 1.02 PERMITS AND FEES:APPLY FOR,OBTAIN,AND PAY FOR PERMITS, FEES,AND UTILITY AND POWER; METERING;TELEPHONE;TOILET FACILITIES; MATERIALS STORAGE. OF Q1`" COMPANY BACK CHARGES REQUIRED TO PERFORM THE WORK. SUBMIT COPIES TO 1.02 INTERIOR STEEL FRAMES: KNOCKDOWN, FACTORY FINISH. 1.02 FIXTURES TO CONFORM TO ACCESSIBILITY REQUIREMENTS PER A5.0 WHEN PROPOSED FOR AN ARCHITECT. 1.02 CONSTRUCTION FACILITIES: PROVIDE CONSTRUCTION FACILITIES, INCLUDING PAYMENT OF ACCESSIBLE LOCATION AS SHOWN ON THE DRAWINGS UTILITY COSTS INCLUDING: CONSTRUCTION EQUIPMENT; ENCLOSURES;HEATING; 1.03 ACCESSORIES: GLAZING STOPS, PER FACTORY. 1.03 CODES: COMPLY WITH APPLICABLE CODES AND REGULATIONS OF AUTHORITIES HAVING LIGHTING. 1.03 FINISH: STAINLESS STEEL JURISDICTION. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR 084500-GLASS ENTRANCES AND STOREFRONTS COMMUNICATIONS TO ARCHITECT. TM 1.01 EXISTING STOREFRONT SYSTEM DIVISION 26-ELECTRICAL DIV 26 1.04 DIMENSIONS:VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD MEASUREMENTS 1.03 SECURITY AND PROTECTION: PROVIDE SECURITY AND PROTECTION REQUIREMENTS BEFORE FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS. INCLUDING: FIRE EXTINGUISHERS,SITE ENCLOSURE FENCE(S), BARRICADES,WARNING 26 5100-INTERIOR LIGHTING SIGNS,AND LIGHTS; BUILDING ENCLOSURE AND LOCK-UP; ENVIRONMENTAL PROTECTION; 08 7100-DOOR HARDWARE 1.01 APPLICATIONS: INTERIOR LIGHTING, EMERGENCY LIGHTING, EXIT SIGNS. 1.05 EXISTING CONDITIONS: NOTIFY ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM PEST CONTROL DURING AND AT THE END OF CONSTRUCTION. THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER STRUCTURAL 1.01 QUALITY LEVEL: MEDIUM GRADE COMMERCIAL. 1.02 ACCESSORIES: RECEPTACLES,SWITCHES- ROCKER AND DIMMERS, FINISH PLATES,WHITE. COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL. 016000--PRODUCT REQUIREMENTS Ankrom Moisan PART 1 -GENERAL 1.02 LOCKSETS AND LATCHSETS: MORTISE TYPE. 1.03 CODE: NFPA 70 NATIONAL ELECTRICAL CODE. 1.06 GENERAL INSTALLATION REQUIREMENTS: INSPECT SUBSTRATES AND REPORT UNSATISFACTORY CONDITIONS IN WRITING. DO NOT PROCEED UNTIL UNSATISFACTORY 1.01 PRODUCT SELECTION: PROVIDE PRODUCTS SELECTED OR EQUAL APPROVED BYARCHITECT 1.03 LOCK CYLINDERS:INTEGRAL. 1.04 EXIT SIGNS: PER SHEETS A2.2. CONDITIONS HAVE BEEN CORRECTED. INSTALL MATERIALS IN EXACTACCORDANCE WITH PRODUCTS SUBMITTED FOR SUBSTITUTION SHALL BE SUBMITTED WITH COMPLETE MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN DOCUMENTATION,AND INCLUDE CONSTRUCTION COSTS OF SUBSTITUTION INCLUDING 1.04 KEYING:OWNER'S REQUIREMENTS. 1.05 EMERGENCY LIGHTING UNITS:UL 924. PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH PROPER APPEARANCE. RELATED WORK. 6720 SW MACADAM AVENUE,SUITE 100 RESTORE UNITS DAMAGED DURING INSTALLATION. REPLACE UNITS WHICH CANNOT BE 1.05 HINGES AND BUTTS: FULL-MORTISE TYPE. 1.06 LAMPS:ANSI STANDARDS, C78 SERIES. PORTLAND,OR 97219 RESTORED AT NO ADDITIONAL EXPENSE TO THE OWNER. REFER TO ADDITIONAL 1.02 SUBSTITUTIONS: REQUEST FOR SUBSTITUTION MUST BE IN WRITING,AND WILL ONLY BE T 503-245-7100 INSTALLATION REQUIREMENTS AND TOLERANCES SPECIFIED UNDER INDIVIDUAL CONSIDERED IF:SPECIFIED MATERIAL CANNOT BE COORDINATED WITH OTHER WORK; 1.06 CLOSERS, DOOR CONTROL,AND EXIT DEVICES: LOW FREQUENCY. SPECIFICATION SECTIONS. SPECIFIED MATERIAL IS NOT ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION; 117 SOUTH MAIN STREET,SUITE 400 SUBSTANTIAL ADVANTAGE IS OFFERED TO THE TENANT IN TERMS OF COST,TIME,OR 1.07 CLOSERS, DOOR CONTROL,AND EXIT DEVICES: BARRIER-FREE. SEATTLE,WA 98104 1.07 KEEP DRIVEWAYS, ENTRANCES, BIKE AND PEDESTRIAN PATHS CLEAR. OTHER VALUABLE CONSIDERATION. T 206-576-1600 1.08 HARDWARE FINISHES: SATIN CHROME OR SATIN STAINLESS STEEL FINISH ON EXPOSED 1.08 EXISTING CONSTRUCTION: MAINTAIN EXISTING BUILDING INA WEATHERTIGHT 017300-EXECUTION REQUIREMENTS SURFACES. V ANKROM MOISAN ARCHITECTS,INC. CONDITION. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. PROTECT PART 1 -GENERAL BUILDING AND ITS OCCUPANTS. SCHEDULE NOISE-INTENSIVE WORK TO MINIMIZE 088000-GLAZING DISTURBANCE TO OTHER BUILDING'S TENANTS'OPERATIONS. NOTIFY BUILDING TENANTS 1.01 THIS SHORT SPECIFICATION IS A GENERAL REFERENCE TO BE USED IN CONJUNCTION WITH HORN CONSULTING ENGINEERS LLC OF PENDING NOISE-INTENSIVE WORK PRIOR TO EXECUTION. DRAWINGS AND THE ARCHITECTS WORK CONTRACT WITH THE OWNER. 1.01 EXISTING STRUCTURAL 1.09 INTENT: DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR 1.02 DRAWINGS ARE DESIGN DIAGRAMS. 1302 SW BERTHA BLVD. PROPER COMPLETION OF THE WORK SUITABLE FOR THE INTENDED USE OF THE OWNER. DIVISION 9-FINISHES DIV 09 PORTLAND,OR 97219 ANYTHING NOT EXPRESSLY SET FORTH BUT WHICH IS REASONABILLY IMPLIED OR 1.03 USE INDUSTRY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS IN ALL T 503-892-5782 NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE INCLUDED. CONSTRUCTION ASSEMBLIES; FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR 09 2226--GYPSUM BOARD SUSPENDED CEILING INSTALLATION, STORAGE AND HANDLING. 1.01 ARMSTRONG FLAT DRYWALL GRID SUSPENDED SYSTEM 012000-PRICE AND PAYMENT PROCEDURES PART 1 -GENERAL 017300-CONTRACT CLOSEOUT 1.02 HD8906 MAIN TEES PART 1 -GENERAL 1.01 SUBSTITUTION PROCEDURES: USE THE APPROPRIATE ASI(OR SIMILAR)SUBSTITUTION 1.03 ASTM A 641,ASTM A 653,ASTM Al 008,ASTM D 610,ASTM C 645,ASTM C 754,ASTMC 1002, REQUEST FORMS. 1.01 SUBSTANTIAL COMPLETION: PREPARE A PUNCH LIST; PROVIDE SUPPORTING ASTM E 119 DOCUMENTATION,WARRANTIES,CERTIFICATES AND OBTAIN OCCUPANCY PERMIT; 1.02 MINOR CHANGES IN THE WORK: NOTIFY ARCHITECT OF ALL WORK THAT IS MINOR, NOT READING OF METERS; CHANGE OVER OF LOCKS;COMMISSIONING DOCUMENTATION. 09 2600-GYPSUM BOARD REQUIRING AN ADJUSTMENT OF CONSTRUCTION COSTS,AND DOCUMENT CHANGES IN RECORD DOCUMENTS. 1.02 FINAL ACCEPTANCE: PROVIDE FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS 1.01 GYPSUM BOARD:ASTM C1396, USG,GEORGIA-PACIFIC,CERTAINTEED, NATIONAL GYPSUM, AND A COMPLETED PUNCH LIST. US GYPSUM, PABCO ONLY, NO SUBSTITUTIONS ALLOWED. 1.03 CHANGE ORDERS:SUBMIT CHANGE ORDER FOR ANY WORK THAT AFFECTS THE ID CONSTRUCTION PRICE EITHER THROUGH A DEDUCT OR INCREASE. PROVIDE ONE 1.03 AS-BUILT DRAWINGS: PROVIDE A MARKED-UP SET OF DRAWINGS INCLUDING CHANGES, 1.02 TYPES: REGULAR, FIRE-RATED(TYPE X),AND WATER RESISTANT AT RESTROOMS. C) ORIGINAL TO BE REVIEWED AND SIGNED BY ALL PARTIES INVOLVED.ALLOW FOR(3) WHICH OCCURRED DURING CONSTRUCTION. Y BUSINESS DAYS FOR PROCESSING. MAINTAIN AN ON SITE LOG OF ALL CHANGE ORDERS. 1.03 THICKNESSES: 5/8" .}L 1.04 OPERATIONS AND MAINTENANCE:COLLECT ALL OPERATIONS AND MAINTENANCE RECORDS. COLLATE AND ORGANIZE RECORDS BY MASTERSPEC DIVISIONS. PROVIDE BINDER 1.04 ACCESSORIES:TAPE,JOINT COMPOUND ASTM C 474AND ASTM C 840,GYPSUM BOARD J 013000-ADMINISTRATIVE REQUIREMENTS OF DOCUMENTS TO OWNER. SCREWS ASTM C 1002, CORNERBEAD. J PART 1 -GENERAL Q 1.05 LEVELS OF FINISH: 1.01 ADMINISTRATION OF CONTRACT:THE ARCHITECT WILL VISIT THE SITE EIGHT TIMES, DIVISION 3-CONCRETE DIV 03 A. LEVEL S-SALES FLOOR, DRESSING ROOM, HALL,AND RESTROOM. MEETINGS INCLUDE: ON-SITE PRE-CONSTRUCTION MEETING,ONE INTERMEDIATE B. LEVEL 4-STORAGE ROOM W CONSTRUCTION MEETING,ONE PUNCH LIST VISIT AND ONE FINALVISIT. 03 3516-HYDRAULIC CEMENT UNDERLAYMENT PART 1 -GENERAL Of fY1 1.02 THE CONTRACTOR SHALL PROVIDE A SUBMITTAL SCHEDULE PRIOR TO THE FIRST 09 6219-LAMINATE FLOORING Q N CONSTRUCTION MEETING. 1.01 SELF-LEVELING, QUICK-SET,QUIKRETE 1249-51 (OR SIMILAR). 1.01 PLANK, FLOATING LAMINATE FLOORING-AS INDICATED IN DRAWINGS AND SCHEDULES. r, 1.03 CONSTRUCTION SCHEDULE: PROVIDE REGULARLY UPDATED SCHEDULES OF 1.02 MAXIMUM DEPTH, 1 INCH, a Of CONSTRUCTION TO TENANT AND ARCHITECT. KEEP A COPY OF THE CONSTRUCTION Ln 0 SCHEDULE POSTED ON SITE. 1.03 ACCESSORIES INCLUDE PAINT-ON BONDING AGENT,QUIKRETE 9902(OR SIMILAR). 09 6530-RESILIENT BASE AND ACCESSORIES z 1.04 MEETING MINUTES: CONTRACTOR SHALL DOCUMENT MEETINGS AND DISTRIBUTE COPIES OF 03 6200-NON-SHRINK GROUTING 1.01 VINYL, COVE STYLE,0.125"THICKNESS,SOLID COLOR,4"AND 6". 0Q MMEETING MINUTES. PART 1 -GENERAL 1.02 FORBO WALL BASE,COLOR AS SPECIFIED IN DRAWINGS AND SCHEDULES. _0 1.05 DOCUMENT UPDATES: KEEP ONE SET OF UPDATED DOCUMENTS ON-SITE AT ALL TIMES, 1.01 HIGH-STRENGTH HYDRAULIC CEMENT PATCHING MATERIAL FOR CONCRETE, QUIKRETE 1585-09 `rJ WITH ALL SUBMITTALS,AS RECORD DOCUMENTS. (OR SIMILAR). z q 099123-INTERIOR PAINTING _ Q 1.06 SUBMITTALS: PROVIDE DIGITAL SUBMITTALS WHENEVER POSSIBLE TO MINIMIZE PAPER 1.02 ASTM C 1107. = 0 WASTE. PROVIDE THREE COPIES OF ALL FINISH SAMPLES.ALLOW FOR(10)BUSINESS DAYS 1.01 COMPLY WITH MASTER PAINTERS INSTITUTE GUIDELINES WITH SUBSTRATE REPAIRS, PREP AND FOR REVIEW AND TURN-AROUND OF SUBMITTALS. FINISH. LLJ DIVISION 6-WOOD, PLASTICS,AND COMPOSITES DIV 06 Q I= 1.07 REQUESTS FOR INTERPRETATION (RFI): SUBMIT RFIS DIGITALLY, PROVIDING(10)BUSINESS 1.02 SPECIFIC COLORS AS INDICATED ON DRAWINGS, UNDER SCHEDULES. > Q DAYS FOR RESPONSES. MAINTAIN A LOG ON SITE OFALL RFIS. 06 2023--INTERIOR FINISH CARPENTRY > Z) 1.03 INT 5.1 B-WATER BASED LIGHT INDUSTRIAL G1 (GLOSS LEVEL 1)COATING(EXPOSED d 1.08 PHOTOGRAPHIC DOCUMENTATION: PERIODICALLY DOCUMENT THROUGH 1.01 INTERIOR PLASTIC LAMINATE CLAD CASEWORK AND COUNTER TOPS: HIGH PRESSURE STRUCTURAL WORK). w to PHOTOGRAPHS AND DISSEMINATE DIGITALLY,THE PROGRESS OF CONSTRUCTION. DECORATIVE LAMINATE, NEMA LD-3, PREMIUM GRADE, FLUSH FACE STYLE. Z 1.04 INT 6.4U-WATER BASED CLEAR VARNISH,G3, FINISH OVER WATER BASED STAIN. 1.09 CERTIFICATES: MAINTAIN COPIES OF ALL CERTIFICATES, ON-SITE. 1.02 THERMALLY-FUSED WHITE MELAMINE BOARDS WITH WHITE PVC EDGING. O F- 1.05 INT 9.2A- INTERIOR LATEX G2, G4 FINISH OVER LATEX SEALER(NEW WALLS). 1.- V' 1.10 SHOP DRAWINGS, PRODUCT DATA,AND SAMPLES:SUBMIT(3)COPIES OF PRODUCT 1.03 INTERIOR CASEWORK HARDWARE AND AUXILIARY MATERIALS:ANSI/BHMA A156.9, SATIN Ln Z W SAMPLEScy- TO ARCHITECT.WHENEVER POSSIBLE, SUBMIT DIGITAL PRODUCT DATA AND STAINLESS STEEL. 1.06 RIN 9.2A- INTERIOR LATEX G2,G4 FINISH(EXISTING WALLS). = 0 YW SHOP DRAWINGS.WHEN PRINTED SHOP DRAWINGS AND PRODUCT DATA ARE SUBMITTED, Y PROVIDE ARCHITECT(3)COPIES.ALLOW FOR 00) BUSINESS DAYS FOR ARCHITECTS REVIEW. 1.04 WOOD BASE-STAIN TO MATCH CASEWORK LAMINATE PER FINISH SCHEDULE 1.07 MPI -- INTERIOR LATEX,G2, LOW-VOC, REFER TO MPI FOR FULL LISTING OF ACCEPTABLE U Q N Mo MANUOFF ACTURERS AND TYPES. 1.11 SAFETY: FOLLOW ALL LOCAL,STATE AND FEDERAL SAFETY REQUIREMENTS. 06 4116-PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 1.08 MPI 43X--INTERIOR LATEX,G4, LOW-VOC, REFER TO MPI FOR FULL LISTING OF ACCEPTABLE Q IDIOMy 014000-QUALITY REQUIREMENTS 1.01 INTERIOR PLASTIC LAMINATE CLAD CASEWORK AND COUNTER TOPS: HIGH PRESSURE MANUFACTURERS AND TYPES. l/1 0 PART 1 -GENERAL DECORATIVE LAMINATE, NEMA LD-3, PREMIUM GRADE, FLUSH FACE STYLE. L1J Ln Lu A. PLASTIC LAMINATES PER DRAWINGS AND FINISH SCHEDULE 1.09 MPI SOX--INTERIOR LATEX PRIMER SEALER, LOW-VOC, REFER TO MPI FOR FULL LISTING OF = 00 _ 1.1 QUALITY MONITORING: MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, ACCEPTABLE MAUFACTURERS AND TYPES. Cr PRODUCTS, SERVICES, SITE CONDITIONS,AND WORKMANSHIP,TO PRODUCE WORK OF 1.02 THERMALLY-FUSED WHITE MELAMINE BOARDS WITH WHITE PVC EDGING. SPECIFIED QUALITY. PERFORM QUALITY CONTROL PROCEDURES AND INSPECTIONS DURING 1.10 MPI 53X-- INTERIOR LATEX, G1, LOW-VOC, REFER TO MPI FOR FULL LISTING OF ACCEPTABLE INSTALLATION. 1.03 APPLICABLE STANDARDS INCLUDE:ANSI/BHMA Al 56.9,Al 56.11. PAINT MANUFACTURERS AND TYPES. W 1.2 STANDARDS: COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK 1.04 PULLS:ALUM DP403 OR SIMILAR. 1.11 MPI 107X-- RUST-INHIBITIVE,WATER-BASED PRIMER AND FINISH(DIRECT TO METAL). i EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS REVISION DATE REASON FOR ISSUE j INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. 1.05 HINGES: EUROPEAN STYLE CONCEALED OVERLAY, BLUM 125. 1.12 MPI 181 --VARNISH,WATER-BASED, CLEAR,G3, REFER TO MPI FOR FULL LISTING OF ACCEPTABLE MANUFACTURERS AND TYPES. 1.3 TOLERANCES: MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF 1.06 SLIDES: FULL EXTENSION,STAINLESS STEEL, NON-HANDED,STEEL BALL BEARINGS,65# z PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO MINIMUM LOAD WEIGHT RATING,SUGATSUNE ESR-0513, OR SIMILAR. 1.13 MPI 186--INTERIOR STAIN,WATER-BASED,SEMI-TRANSPARENT, REFER TO MPI FOR FULL LISTING 0 ACCUMULATE. COMPLY WITH MANUFACTURERS'TOLERANCES. OF ACCEPTABLE MANUFACTURERS AND TYPES. z 1.04 REFERENCE STANDARDS: FOR PRODUCTS OR WORKMANSHIP SPECIFIED BY ASSOCIATION, TRADE, OR OTHER CONSENSUS STANDARDS, COMPLY WITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED u BY APPLICABLE CODES. ol 0 SPECIFICATIONS < co < co _o o� �J N J � < PERMIT SET ceW wa < z < o U Z DATE REVISION :2 -F 07.02.2015 J< W< 3 PROJECT NUMBER SHEET NUMBER 0 0 140880 SCALE A0 9 4 J d = NOTES D a DEMOLITIONO S ONLammi 1. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION r�• 1 2. CAP WATER AND WASTE LINES IN DEMO'D WALLS OR FLOOR FOR LATER >�! �i Ot "�" A8 1 FINISHES OR NEW PLUMBING. q7 }� 3. COORDINATE POWER&SIGNAL LINES IN DEMO'D WALLS WITH ITAND r � OF 010 / XIST OTHER SUBCONTRACTORS FOR REMOVAL OR LATER REUSE. 4. PATCH CEILING WHERE LIGHT FIXTURES OR EQUIPMENT HAS BEEN 14 :77L 104 1111 REMOVED 1111 1111 1111 „// I //„ 1111 1111 1111 1111 1111 , /„ , /„ , /„ , /„ ,� „ 1111 1111 //// ,,/, 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 fo 15 / //, / /,/ , /„ , /„ , /,/ , //, , 1, / /1 / //, / /,/ / /„ , „ ,/„ 1111 1O ,/ /, ,/ „ ,// / /// , /„ / /„ / //, , //, / //, / /.1/ „/, „/, /„/ 1111 1111 /„/ ,1/, 1111 1111 1111 1111 1111 1111 „/, „// „ i ,,/ L __ /Z/ I//i/// i/,/ i/// i//, , /// , //, , //, , /// / /„ / /,/ / /,A 1111 /„/ //„ „// 1111 1111 ,/ , 1111 1111 1111 „// „// , 1111 1111 „/, <rf , /, , / r--- -1 //, / /„ , /„ / /„ , /„ , /„ , /„ , //, , /„ / /„ , /,/ , //, ,/„ „/, 1111 1111 1111 1111 // 5 ///, //// 1111 „// //// , ,/,/ ,,,, /„G•i/„ ,ice i /ii TM //, 1 1111 //1/ //// ///, //„ //„ /„ 1111 1111 1111 1111 ,/// / ,/// //// ,,e //// // , , , / / /„ , , / /„ / , , / / / , , / , / 1 1111 1111 /„/ 1111 1111 1111 1111, 1111 1111 1111 //// „// / „/, ///, 1. TOILET ' ' ”' ' /'/ 'ii” ' /” '/'/ ii” iii/ i/ii' i/�/ i/V/ i/�/ /viii ,iii ,iii ,iii ,iii /iii /iii' l,iii ,i/i /ii,/ /iii /iii / O / / / //, , //, / /// / /,/ / /„ , /„ / /„ , /„ / /,/ , /// /A/, 1111 1111 1111 1111 „/, 1111 A,,, ,/„ 1111 1111 „// , „/, „// ////, , / // , 103A / //, , /„ , //, / //, , /,/ / /,/ , /„ / /,/ 1111 1111 1111 1111 /t// 1111 1111 1111 1111 , 1111 ,/„ /„// ,/„ /// / //, ' ( TOILET 1111 ,/�/ 1111 1111 1111 1038 i/moi' i!i/ i%i/ i/� i/ii' i/ii/' /iii' ,i 'i/ iii'i iiiiii/ /�i/' i/ ,i/ii// /ii/ '/iii/ ',iii/ //ii�' i ii/ //iii,�iii/' ,i�i' //ii//' ,ii/'' /ii///' O , , //, , /,/ / //, , /„ , /,/ 1111 ,/, ,;;� ,;;; , ,� ,;;� ;;„ „ ;; ,;;r ,;;� ,;;� ;;;-;,;;� IV// , O DEMOLOTION KEYNOTES / , / , , 1111 „// 1/ , 1111 1111 1111 , 1111 1111 Ankrom MoiSBn / 1111 r,,, 1111 1111 1111 1111 1111 1111 1111 1111 ,,, 1111 1111 ,” , 1111 1111 1111 1111 1111 'iii i/i% :/ice :/i% ,/„ 1111 /„y ,/„ //, 1111 1111 1111 ,/// //y/ 1111 1111 „/.� ,/„ /1/,/ 1111 1111 1111 1111 1111 /� O 1 DEMO EXISTING FLOORING DOWN TO SLAB AT ENTRY 100, 10 'iii i/i/ /'iii i/i i� ,'iii i/,/ / //, / /,/ / //, „// 1111 „/, „// / // 1111 1111 1111 1111 SALES AREA 101, HALL 104,AND TR 103A HU LL i�% i/i/ i/i/ i//i ,//,i i/,i i//i 1111 /"/ '/// //^' '/// '/// "// "'/ //" /"' /"/ ///' 1111 /'�'// '///1 ///' / '/ ' "' ' '�/ ' /V, Z,,'�/ ' 2 DEMO EXISTING CASEWORK 67205W MACADAM AVENUE,SUITE 100 / /,/ , /,/ / /// , //, / /1/ , /„ / /// / /„ 1111 1111 11„ 11,/ »>s--srrr-r.-l-r--»rs--rrrr-rrrr--moi„ 1111 1111 1111 //// 1 //// , „ , ,/, / // , ,/ / /, / /J /// / /// 1111 / /// / /// / //, 1111 , /„ „/, 1111 1111 „/, „/, 1111 1111 1111 1111 1111 1111 „// /„/ „7/ //// 1 /// / 11, , //, , /// 1 111 1 111 1 111 1 111 1111 1111 1111 1111 1111 , 1111 1111 1111 „/, 1111 1111 1111 1111 1111 1111, 1 11 1 111 1 111 1 111 1 111 1 ,//� 3 DEMO WALL PORTLAND,OR 97219 1111 1111 1111 1111 1111 ,//, /„/ 1111 /„/ 1111 /„/ //„ „/, „//� 1111 /,/ ,// , 1111 1111 1111 „/ / ,,, i/ii 1/, 1/, i/ii %ice i/ii IV, 1111 //„ 1111 ,/„ 1111 //,1 1111 1111 „/, 1111 „// „// „// //// I 1111 i//, 1111 „/ , 1111 /„ / / ,// / I 1111 I /, , //, , //, / /,/ / /,/ / /„ „/, ,/„ 1111 ,/„ ,/„ 1111 ,///( , ,/// //// 1/// /„/ /11/ , //„ //„ 1111 1111 1111 „/ , 1111 1111 I __--_- . - T 503-245-7100 /// , /,/ , /„ , /// , /„ / /„ „/, 1111 //„ 1111 //„ 1111 1111 E „ 1111 1111 1111 / // / //, / ,// , 1111 , / , / /./ / /./ / /.. / . /.. 1111 1111 1111 // //, 1111 / 1111 1111 1 / 4 REMOVEGYPBOARDFORFIXTUREBLOCKING-REFER TO INT.ELEVS /i/i ,i/i ,iii ,11 10Y i� /iii /iii ,iii /iii iii/ /'I'l ,iiil i/i i ,ii'i /i%,� i/i'i /ii ,ia - /i, 1111 1111 1111 1111 /„ ,/, _. // ,// 1111 1111 / /„ 1111 1111 1111 1111 1111 1111 „// „// 1111 1111 1111 1111 1111 1111 1111 1111 „/r 1111 / , /„ / 1111 1111 „/ , ,/, /// A 5 REMOVE OF 117SOUTH MAIN STREET,SUITE 400 /,/ /i'i/ ,%i'/ ,%i'i� ,i"/ ' / i�/,/ I _.._ ._.__. r,i //i/ / / / / '/ , i, I - SEATTLE,WA 98104 �/i/i i/iii i,i" i,/ice i/,i ,'i/,� „// 1111 1111 ,/„ 1111 /„/ 1111 1111 1111 1111 1111 1111 1111 1111 1111 „/ , //fi 1111 /„ / 1111 1111 „ WE 6 DEMO DOOR T 206-576-1600 IV,/ IV// ,iii ,iii ,iii /iii/ ,iii /iii/ / ii� /iii /ii/ //i/� //i//' /ii ///, 1111 , /„ 1111 1111 1111 ,/„ „/, /„/ 1111 1111 1111 /„/ //„ //„ „/, //„ //„ //„ ,/„ ///v 1111 ,, , 111 1111 1111111 „/� 7 EXISTING TO REMAIN /iii /iii /iii /iii 1 ,1,/� /j�i i /moi i /iii /moi// /iiiice i _ .__. - / //// //// ,,// ,/// //// //„ /,/, 1,/, , / ,// , , , /, , I ®ANKROM MOISANARCHITECfS,INC. 1111 , /// / /,/ , /// / /// //// //,/ //11 //„ „// //// „// ,/// ,/// 1/// „// 1/// 1/,/ 1111 1111 11 1 41�/ ///(/ ,�, , ,i"/ i"/ /i'i //'i' 'i J 8 REMOVE AND REUSE PLUMBING FDCTURES /„% // 0 DOOR SCHEDULE DOOR TYPES WALL TYPES FINISH GENERAL NOTES NUMBER SIZE TYPE FRAME DOOR FRAME HDWR NOTES 101 PAIR EXISTING 1 A NONE MFR MFR 1 3'-0"X 9'-0" B 6" 20 GA MTL STUDS %"TYPE X GYP BD. . CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR CONFLICT • �� • O WITHIN OTHE ITERpmwm OR VERIFY COMPLIANCE W/ MDISCOVERYO IMMEDIATELY UPON DISCOVERY R RESOLUTION �!` .+ 104 T-0"X T-0" B EXIST- HM P3 P3 2 / \ UL U465: .� V EXIST- HM ONLY PAINT HALL 105 SIDE OF DOOR 3%" DEEP X 1 Y4"WIDE 25 GA STEEL STUDS SPACED AT 24"OC W/SOUND INSULATION 2, COORDINATE ALL FRAMING WITH EXISTING CONDITIONS OF Q 105 3'-0"X 7'-0" C P3 P3 4 (INSUL) PARTITION WALL,3%" 20 GA MTL STUDS 16"OC SECURED TO STRUCTURE ABOVE FOR 3. ALL DIMENSIONS ARE TO FACE OF STUD(FOS)UNLESS OTHERWISE 106 T-0"X T-O" D EXIST- HM P3 P3 3 F LATERAL SUPPORT. %"TYPE X GYP BD SALES AREA SIDE TO 6"ABOVE CEILING LINE. PREP NOTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS(INCLUDING Ab n WALL TO RECEIVE NEW FINISH. ROUGH OPENINGS)AND CONDITIONS OF THE JOB AND MUST 107 3'-0"X 5'-0" E EXIST- HM P3/P4 P3/P4 5 OCCUPANCY INDICATOR — — — n NOTIFY THE ARCHITECT OF ANY DISCREPANCIES EXISTING 7M \ OP PLUMBING WALL,6" "20 GA MTL STUDS 16" OC TO 8'-6". %"TYPE X MR GYP BD BOTH 4. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 0 M SIDES. PREP WALL TO RECEIVE NEW FINISH. 906, IFC. COORDINATE LOCATION WITH FIRE MARSHALL. 5. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH A B C D E ALL CURRENT AMENDMENTS OF FEDERAL,STATE,AND LOCAL IA (E) FRAMELESS (E) HOLLOW METAL (E)HOLLOW METAL (E)HOLLOW METAL WOOD O 3 W "20 GA MTL STUDS 16" OC SECURED TO STRUCTURE ABOVE FOR LATERAL SUPPORT. CODES. y m INSULATED 5/8'TYPE X GYP BD SALES AREA SIDE TO 6"ABOVE CEILING LINE. A n k I O I 1 1 M O I Sa n 6. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, OMISSIONS OF THE CONTRACTOR OR SUBCRY OUT HARDWARE GROUPS WORK I ACCORDANCTOR OR E WITH HEOF CONSNY TRUCTIOTHEM N O CARUMENT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. EXISTING BUTTS: INTEGRAL TO GLAZING SYSTEM, PTP HINGES ROOM AND FINISH SCHEDULE 6720 SW MACADAM AVENUE,SUITE 100 GROUP 1 DUST PROOF STRIKE: (4)TOTAL, IVES DP2, BRONZE FIN. LOCATE FOR 90 DEGREE OPEN POSITION. SYMBOL NAME CEILING WALLS FLOOR BASE REMARKS PORTLAND,OR 97219 LOCK: THUMB TURN INTEGRAL TO DOOR SILL. T 503-245-7100 PULLS: (4)TOTAL, HG151 HIAWATHA SEMICIRCULAR PULLS, STAIN AL FINISH INS. BY GC. 101 ENTRY P3/P2 P3 T1 WD1 REFER TO ELEVATIONS AND RCP FOR LOCATIONS PAINT COLORS, SEAL GROUT JOINTS CLOSER: CONCEALED,ADJUSTABLE, INTEGRAL TO GLAZING SYSTEM. * O FLOOR PLAN KEYNOTES 117 SOUTH MAIN STREET,SUITE 400 WEATHER PROOFING: THRESHOLD AND WEATHER STRIP INTEGRAL TO SYSTEM. 103 CASH WRAP LAM1 LAM1 LVT1 WD1 SEATTLE,WA 98104 EXISTING BUTTS: 1 Y2" PAIR,0222"X 02" BALDWIN 1046 BUTTON TIP 626 FINISH. F102 SALES FLOOR P3/P1 P3/P2 LVT1* WD1 REFER TO ELEVATIONS AND RCP FOR LOCATIONS PAINT COLORS 1 EXISTING WALL T 206-576-1600 GROUP 2 PUSH PULL SET: IVES 8103-8-US28-H PULL, 8200-5-US28-3X12 PUSH PLATE. — -- — CLOSER: LCN 4020 PUSH SIDE OR 4020T PULL SIDE(SIDE OF DOOR OPPOSITE FROM SALES AREA) 104 STOCK ROOM EXIST EXIST EXIST EXIST 2 EXISTING RACKING 0 ANKROM MOISAN ARCHITECTS, INC. KICK PLATE: IVES 8400 PA28-6X32-B4EC5 HALL P3 P3 LVT1* WD1 3 ALIGN GYP BD WITH EXISTING WALL STOP: BALDWIN 4000. 105 -� - q EXISTING ELECTRICAL PANELS TO REMAIN- MAINTAIN 36"CLEAR HORN CONSULTING ENGINEERS LLC 106 UNISEX RR P3 P3/FRP EXIST EXIST MATCH EXISTING FRP WHERE REQUIRED IN FRONT OF PANELS AT ALL TIMES EXISTING BUTTS: 1 Y2" PAIR,4Y2"X 02" BALDWIN 1046 BUTTON TIP 626 FINISH. — -_" _._ STRUCTURAL GROUP 3 PRIVACY SET: SCHLAGE A SERIES LEVON (LEVER HANDLE)AL 10S 626 FINISH. 1 p7 DRESS ROOM P3 P4 LVT1* WD1 5 EXISTING MOP SINK - 1302 SW BERTHA BLVD. CLOSER: LCN 4020 SMOOTHIE. 6 TV ABOVE PORTLAND,OR 97219 STOP: BALDWIN 4000. REMARKS: _ _ . —.____- ______ ._ - _"___ .____ " T 503-892-5782 7 SOFFITABOVE 1. SEE SPECIFICATIONS AND FLOOR PLANS FOR ADDITIONAL INFORMATION -' - — 8 FIXTURES WITH BACKING 2. FOLLOW MANUFACTURER'S INSTRUCTIONS EXISTING BUTTS: 1 Y2" PAIR,02"X4Y2" BALDWIN 1046 BUTTON TIP 626 FINISH. 9 RETAIL FIXTURE GROUP 4 EXIT DEVICE: DETEX ECL 600 INTEGRATED'BEST DEAD BOLT LOCK INT AND EXT ROOM FINISH MATERIAL KEY: CLOSER: LCN 4020 SMOOTHIE. STOP: BALDWINP1 PAINTED GYPSUM BOARD-SATIN - PANTONE 3425C GREEN OFFICIAL UO COLOR FRP EXISTING FIBER-REINFORCED PLASTIC PANEL 0. PEEP HOLE: IVES UL LISTED 12DEG VIEWER P2 PAINTED GYPSUM BOARD-SATIN - PANTONE 108C YELLOW OFFICIAL UO COLOR LAM1 PLASTIC LAMINATE- NEVAMAR VALENCIA TEAK PUSH/PULL SET: BALDWWININ 21110-2365 6266 FINISH SHERMAN WILLIAMS EC 27867 LVT1* LUXURY VINYL TILE-AMTICO QUILL SABLE AROW8040 GROUPS BUTTS: 1 Ji" PAIR,4Y2"X 4Y2" BALDWIN 1046 BUTTON TIP 626 FINISH. P3 PAINTED GYPSUM BOARD-SATIN -MILLER BUNNY CAKE 012 T1 MOSA SOLIDS 5106V PULLS SCHLAG E A SERIES LEVON (LEVER HANDLE)AL 10S 626 FINISH. KEYED LOCK P4 PAINTED GYPSUM BOARD-SATIN-SHERMAN WILLIAMS GLITTERY YELLOW 7125 WD1 WOOD BASE-STAIN TO MATCH CASEWORK OCCUPANCY INDICATOR * USE FLOOR SEALER FOR THE STARRED ITEMS IN THE MATERIAL KEY O Y J J Q 81'_11" LEASE DIMENSION FIELD VERIFY W 6'-0" DCA W M -111/2" 17'-71/2" 2'-11" 2'-11" 13'-13/4" 2'-11" 2'11" Q N N 2 1 c tL' A6.1 3 1 � A6.1 u4) O g (E) A3.11 A3.11 A8.1 ---------------------------- ---- -------------------- -------- ----- ^. F A A A LAM1 A A DRESS ' 2- 8 i , - --- 2 % 107 ' 1 ^ CASH WRAP r---- ' i Ev 4 56 F l, D B 55 I I 7 103 i i i Lu L00 --- -- A I r--j-� fj I I I o Q I ._4" -- Icy (` 106 ���_»c�-- ------ ---- i LAM I i Lu N I HALL -- Z I 105 i i Tl i O O UJI 2_p \`.� SALES FLOOR A i 101 i o Y N ung 102 SALES COUNTER N 1776 i I i w 104 I D A6.5 B o w 2 eY �r 105 ' I i co z A3.11 z A3.1 Q �y (E) FLOOR C ' Ln I w LLJ Lu 9 i p = 00 W 5 � �/ 0 0 0 � � ( ETAIL Ln � H I I 8 I TA LE IT _ � I I I 1 STOCK ROOM ( I I CL 190 SF ( o F 1-04PATTERN P � REVISION DATE REASON FOR ISSUE > 5 2 9 S A i 1 Z PHICS F q A A A A A A " --- EL FLOOR PLAN XIST 00 --------------------------- ----- 0 < 00 B (E) < 00 CD_ 2'-0" 17'-51/4" 3'-0" T-0" 13'-3" T-0" T-0" � J L(1 J PERMIT SET Wa < Z _°o V V DATE REVISION �= 07.02.2015 J N < PROJECT NUMBER SHEET NUMBER ` 3 FLOOR PLAN 140880 �� • SCALEALE O� a = X � D FIXTURE LEGEND RCP GENERAL NOTES O RCP KEYNOTESOLL&IWCs. SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL LAMP COMMENTS 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS, 1 EXISTING TO REMAIN EXISTING STRUCTURAL ELEMENTS,AND CEILING HEIGHT - • °q ® (E) EXIT EXISTING EXIT SIGN: CONTRACTOR TO VERIFY - EXISTING TO REMAIN CLEARANCES, ECT.AND REPORT TO ARCHITECTANY 2 GYPSUM-BOARD CEILING tfA p�(� � GREEN LETTERS CEILING OR BACK MOUNTED — r• oo. INCONSISTENCY PRIOR TO THE START OF CONSTRUCTION. 3 (E)24x24 ACCESS PANEL - - - 9 , OF 44�' O (E)C2 EXISTING TO REMAIN HE WILLIAMS-CONTRACTOR TO VERIFY --- - EXISTING TO REMAIN 4 GYPSUM BOARD SOFFIT FLUORESCENT W/LENSE(4')SURFACE MOUNTED 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR -- COORDINATING THE WORK OF ALL TRADES INVOLVED IN S TV - - -- - ---- - -- THE CEILING WORK TO INSURE THAT PROPER CLEARANCES (E)F2 EXISTING TO REMAIN CRESENT-CONTRACTOR TO VERIFY -- - EXISTING TO REMAIN FOR DUCTS, LIGHTS, PIPING, ECT.ARE MET AND THAT THE 2X4 RECESSED TROFFER CEILING HEIGHTS NOTED ON THE DRAWINGS ARE _ - - - MAINTAINED. — TM O DRESSING ROOM(E) R1 EXISTING TO REMAIN AT HALLWAY/REUSE(2) EXISTING IN JUNO INDY-CONTRACTOR TO VERIFY - ----- EXISTING TO REMAIN 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING - ---- --- RECESSED ADJUSTABLE DOWNLIGHT -- __ _ THAT THE MECHANICAL ELECTRICAL, PLUMBING,AND - ----- -- SPRINKLER SUBCONTRACTORS ARE SUPPLYING AND _ --- (E) R2 EXISTING TO REMAIN AT DISPLAY WINDOW JUNO INDY-CONTRACTOR TO VERIFY ----- - EXISTING TO REMAIN/REUSE(2)EXISTING FOR INSTALLING THE SPECIFIED ITEMS.GENERAL CONTRACTOR IS 0 RECESSED ADJUSTABLE DOWNLIGHT DRESSING ROOM TO CLARIFY ANY INCONSTANCY BETWEEN ARCHITECTURAL, CEILING PLAN AND MECHANICAL, ELECTRICAL,AND CAFE (E)R3 REUSE(8)EIGHT EXISTING FIXTURES MATCH EXIST OR APPROVED EQUAL EXISTING LED 1500 LUMEN REBALLAST AND RELAMP AS REQUIRED- ROUGH-IN PLANS PRIOR TO ANY INSTALLATION. 0 RECESSED D OWNLIGHT VERIFYJUNOINDY 90 CRI 4100K RELOCATE PER PLANS Ankrom Moisan O (E)R4 EXISTING TO REMAIN JUNO-CONTRACTOR TO VERIFY - EXISTING TO REMAIN 4. CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OF RECESSED WALL WASHER FIRE PROTECTION DEVICES. INCLUDE SMOKE DETECTORS, FIRE ALARMS,SPEAKERS,STROBES, ETC. INCLUDE COSTS TO TIE DEVICES TO BUILDING PANEL. LIFE SAFETY LF1 COVE STRIP LIGHT FINELITE 11 MICRO SERIES LED 4'-0" LENGTH INSTALLATIONS TO MEET ADA REQUIREMENTS. 6720 MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR T 503-245-7100 LE1 PENDANT BETA-CALCO XACARA-L (6)28W DOWN+ COLOR: METALLIC SILVER WITH BRAIDED NOTIFYING THE ARCHITECT OF ANY CONFLICT OF LIGHT WEB PIN 165 (1)28 W UP LED STEEL CABLE FIXTURES, DUCTS, MAIN RUNNERS,STRUCTURES, ETC. PRIOR 117 SOUTH MAIN STREET,SUITE 400 90 CRI 4000K TO INSTALLATION. SEATTLE,WA 98104 LE2 PENDANT BETA-CALCO EXY 26W LED COLOR:CUSTOM-UO GREEN 6. CEILING TILES SHALL BE CENTERED BOTH WAYS, U.O.N. T 206-576-1600 WEB PIN 149 4000K 7. PROVIDE FIRE STOPPING PER LOCAL FIRE CODE IN ®ANKROM MOISAN ARCHITECTS,INC. DOWNLIGHT CONCEALED WALL SPACES, IN CONCEALED SPACES OF STUD LD1 MATCH(E) R3 MATCH EXIST OR APPROVED EQUAL WALLS AND PARTITIONS, INCLUDING FURRED Q VERIFYJUNO INDY OR STUDDED OFF SPACES OF MASONRY OR CONCRETE HORN CONSULTING ENGINEERS LLC WALLS,AT CEILING, FLOOR OR ROOF LEVELS. LD2 RECESSED DOWNLIGHT LED: NEW 6"TRIMLESS MATCH EXIST OR APPROVED EQUAL EXISTING LED-90 CRI REBALLAST AND RELAMP AS REQUIRED- 8, PENETRATION THROUGH RATED WALLS AND FLOORS SHALL STRUCTURAL O VERIFY JUNG INDY 4000K RELOCATE PER PLANS BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE 1302 SW BERTHA BLVD. PASSAGE OF HOT GASES WHEN PORTLAND,OR 97219 LD3 RECESSED DOWNLIGHT LED: NEW 2"TRIMLESS JUNO ACULUX- RECESSED FLUSH MOUNT/TRIMLESS SUBJECT TO THE REQUIREMENTS OF THE TEST STANDARD T 503-892-5782 ° ADJUSTABLE LIGHT CONE FOR SIGNAGE 35 DEGREE FLOOD REFLECTOR:CLEAR SPECULAR SPECIFIED FOR FIRE STOPS IN ASTM E814- 13A. 9. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS LM RESTROOM VANITY WALL SCONCE TECH LUNA (2)14W T5 COLOR:SATIN NICKEL SHALL BE PROVIDED AS PER SECTION 1203&1205 OF THE OSSC. LP1 ARCHITECTURAL STRIP LIGHT W/LENS: 2" LINEAR FLUORESCENT JUNO TRAC 12 TL4WH LED MODULE COLOR:WHITE 10. PROVIDE EXIT ILLUMINATION PER SECTION 1006&EXIT _ = DIRECT BEHIND CASEWORK AND COVE/WALL WASH 12-VOLT AC SIGNAGE PER SECTION 1011 OF THE OSSC. ILLUMINATION - 11. PENDANT FIXTURES SHALL BE MOUNTED AS FOLLOWS: LP2 ARCHITECTURAL STRIP LIGHT W/LENS:2" LINEAR FLUORESCENT JUNO TRAC 12 TL2WH COLOR:WHITE _ VERIFY MOUNTING HEIGHT WITH THE OWNER DIRECT BEHIND CASEWORK AND COVE/WALL WASH ILLUMINATION 12. REFLECTED CEILING PLAN LIGHTING LAYOUT IS DIAGRAMMATIC LW/LWH1 TRACK LIGHTING: RECESSED TRACK WITH LED LINEAR WALL JUNO TRAC-MASTER 35W LED COLOR:WHITE - ELECTRICAL DESIGN-BUILD TO ADD ADDITIONAL LIGHTING WASH FLOOD HEADS WALL WASH/FLOOD 4000K AND PROPOSE MODIFIED LAYOUT AS NECESSARY TO MEET 0 REQUIREMENTS OF IES ILLUMINANCE LEVELS AS FOLLOWS: Y LW 2 SIGN LIGHT: MONOPOINT FORWARD THROW ADJUSTABLE COOPER LIGHTING LUMIERE EON 303-S, LED 4000K *LEVEL B: STORAGE ROOMS ARM EXTRA WIDE FLOOD LED * LEVEL C: HALLWAYS, RESTROOMS LEVEL E: RETAIL SALES .J J (E)- EXISTING FIXTURE C EM- EMERGENCY LIGHT FIXTURE WITH 90 MIN. BACK-UP BATTERY G R- RELOCATE FIXTURE W W M Q N N a � un 0 z o o LEASE DIMENSION FIELD VERIFY 7V 2 1Z Q A6.1 3 1 A6.1 6'-0" DCA = Q Lu A3.11 A3.11 (/� -----------7CEILING ----- ----- XIST >iLM O O i O4 4 4 �------�►--------s -- ----� ------ / LW i ll) (E)C2 1 �_______� 1LLD3 L LD3 i (E)R4 i LJl ) Z(EE)1 (EE)1LW/LWH1 LW/LWH1 5LW/LWH1 i o �� PIE) o OLP1 _„ CASH WRAP � / LD0 (�(E)8'-0"AFF VFY r�(E18'-0"AFF VFY UNISEX RR P4 DRESS RM LL 103 (E)PS 106 107 II 0 J LD3O i Y l/1LM II 5 ///------��� v 1 LE2 LE2 LE2 LW (E) U QnO yTLAM 2GYP BD SOFFI Ojo4 U P1 (E) LA Q 2 HALL E I IT L 0 02 L0 0 2 0j LD3 ENTRY = 111 L„ A3.1, ( 0 00 R1-EM 105 ( R1 1 11 (E) R3 101 (E)R i W _ II SALES FLOOR 0 O rn I- II 102 P1 P3 i (E) R3 (E) R o- I i a o 2 2 11 ®®®® ®®®® LF1 ®® ^ in e n LF1 LF1 LF1 LF1 LF1 LF1 r►13 o 3 N A3.11 A3.1 a II LD3 (E) LW P2 ry Z REVISION DATE REASON FOR ISSUE j 12'-0" FF VFY 11 i7 N/ 0 Q i rj 11 -OL A1� P1 i (E) R i O Z STOCK RO M U LP1 LE1 LE1 LE7 P1 P2 P3 Q p Fl 04 J LD3 LW 0 LF1 LF1 LF1 LF1 LF1 LF LF1 LF1 L 1 LF1 LF1 LFA � Z w (E)F2 (E)F2 11 A 1� 3'-0'AFF it 5 P3 S1O 11 tl LD3 Q Q . -� PQ �i u 1 0 2 02 02 OLD2 o (E) R3 (E) R (E, ; REFLECTED o �l LD3 N CEILING PLAN LP 1 GYP BD SOFFIT LW/LWH1 LW/ WH1 LW/LWH1 co 9'_0"AFF i � ` o LW LD3 bm � < F1 -------O O O O o LD3 PERMIT SET r W Q ) - - - - - - - - -----—' - XIST ¢ z <0 x�- V V DATE REVISION 07.02.2015 w3 REFLECTED CEILING PLAN PROJECT NUMBER SHEET NUMBER <N A2.2 1/4"=V-0" 140880 �� • SCALEALE 0j ii = ELEVATION GENERAL NOTES FORnAM (It METAL PANELS ON STOREFRONT MUST MEET OF LANDLORD INSTALLATION REQUIREMENTS BELOW: 1. ALL SEAMS BETWEEN METAL PANELS MUST BE IDENTIFIED ON THE STOREFRONT ELEVATION AND MUST BE PROPERLY ADDRESSED DURING THE REVIEW PROCESS. METAL PANELS WILL NOT BE ALLOWED TO TM DIRECTLY COME IN CONTACT WITH ADJACENT PANEL REVEALS,TURN-IN SEAMS,WELDED OR SIMILAR MUST BE SPECIFIED AND DETAILED OUT ON THE PLANS FOR APPROVAL. 2. MINIMUM 18 GAUGE METAL PANELS ARE REQUIRED. THIS MUST BE CALLED OUT ON PLANS FOR APPROVAL. Hw nkrom MO'san 3. NO VISIBLE FASTENERS 4. MINIMUM 1/2"THICK FIRE-RATED PLYWOOD SUBSTRATE IS REQUIRED AND MUST BE CALLED OUT ON THE PLANS. 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 ®ANKROM MOISAN ARCHITECTS, INC. HORN CONSULTING ENGINEERS LLC STRUCTURAL 1302 SW BERTHA BLVD. PORTLAND,OR 97219 T 503-892-5782 0 0 J J Q W NEW BLACK METAL PANEL W/ cy- M LOGO SIGNAGE SHOP DRAWINGS Q N MUST BE SUBMITTED TO LANDLORD FOR REVIEW PRIORol TO FABRICATION cr Q. 28'-0" V) O 2,-7Y2. EXISTING LANDLORD3 111/4„ LEASE DIMENSIONFIELDVERIFY z Q BULKHEAD 22'-0" O Q 2'-6" BACK FROM EXISTING STOREFRONT MINIMUM 18 GAUGE MINIMUM 18 GAUGE MINIMUM 18 GAUGE 7'-10 1/2" BLACK METAL PANEL FZ BLACK METAL PANEL CL LEASE BLACK METAL PANEL CL LEASE z � T.O. BH — Q @ 14'-0" I I ILr=ILr= ' m I I I I I i I cy 4aC Ln ► 0SUCRE(0) wN T.O.SF I I I O. Z I I @ 11'-0" I I O LLI EXISTING INTERIOR / Z a' hd ILLUMINATED GRAPHIC Lr) f 1� PANEL BOX W/NEW I V T.O. DOORI I U j t~Jl @ 91-01. CUSTOM GRAPHIC AND j/ > ` i LIGHTING j Y mm V SIGNAGE SHOP > nuu) Ln I DRAWINGS MUST I w � I BE SUBMITTED TO I / \ ` Ln W LANDLORD FOR I / _ Lr) _ v o i REVIEW PRIOR TO I— a1 H FABRICATION I (v/ ^ul LL I I ED I I I I < CL LJ I I REVISION DATE REASON FOR ISSUE EXISTING I I S O REVEAL I I CHANNEL I I I I Z I I p I I EXISTING I I V GRANITE I I 81 NEUTRAL I I (E)T (E)T (E)T \ (E)T (E)T (E)T (E)T STOREFRONT PIER 00 < � T.O. SILL @6" - - - - - - - - - - - - J ELEVATIONS FINISH FLOOR � J o < EXISTING HARDWARE EXISTING STOREFRONT ig SYSTEM SET BACK 4" FROM ^w LEASE LINEW/1/2" PERMIT E < TEMPERED GLASS R IY d <Z QO r V V DATE REVISION 07.02.2015 J N -a3 PROJECT NUMBER SHEET NUMBER 140880 1 STORE FRONT ELEVATION - SIDE z STOREFRONT ELEVATION SCALE A3 . 1 p A3.1 1/2"=l -01 CLx �D iGh O RCP KEYNOTES WX L 1 EXISTING TO REMAIN '-•. - 2 SUSPENDED GYPSUM BOARD CEILING to 1110MLAW O 3 COVE LIGHTING REFER TO A2.2 '7rOF o4�Cs TM Ankrom Moisan 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 ®ANKROM MOISAN ARCHITECTS,INC. HORN CONSULTING ENGINEERS LLC STRUCTURAL 1302 SW BERTHA BLVD. PORTLAND,OR 97219 T 503-892-5782 Q0 3 3 � A3.11 A3.11 Y J $- - - — - 3 2 - - - — - 3 2 QQ 13._0.. 12' o° Q- - - — - — A7.1 i i A7.1 mm Wmff= N O[ � 00 RE Cy Ln o 0 L7 � All ' z o Q = o L Q UJI xi < cr Lu v' Z 1 TRANSVERSE SECTION 2 TRANSVERSE SECTION o 0 A3.11 1/4°=,'-01. A3.11 1/4°=,'-o" ~ Z unwucc BCW u Q o =10 2 , 0 N 5 Oy A3.11 A3.11 W Ln = coLn W � Cr F— x 00 2 w 1 N CL 13'-0" _ — _ — _ — _ — _ — _ — _ _ REVISION DATE REASON FOR ISSUE > - - - - 3 _ 12.0„ 1 riL 83 �4 z IDUCK ° o 9� R (E) ACT SECTIONS co �' i a� 0 P3 oW PERMIT SET a ,_o„ a ::) it �a < Z o U U DATE REVISION Z 3 3 LONGITUDINAL SECTION 07.02.2015 < PROJECT NUMBER SHEET NUMBER SCALE All 1 W r SCALE 0-L') a= GENERAL NOTES 'D 4 VERTICAL CONTROL 1. ACCESSIBILITY REQUIREMENTS ON THIS SHEET ARE TO DIMENSIONS BE USED AS A REFERENCE WHEN APPLIED TO pmum at 4 c LOCATIONS/SITUATIONS IN THIS PROJECT. NOT ALL APPLICATIONS WILL BE UTILIZED. OF fl4G m z OUTLETS SWITCHES THERMOSTATS CIRCUIT PANEL F SWITCHES OUTLETS CENTER CENTER 2'-6" - TOP TOP OF Ile 10"-24" 10" 10" ---®$ OF TOP THERMOSTAT SWITCH TM MAX MAX MAX OUTLET OUTLET CONTROLS APPROACH WHEELCHAIR WHEELCHAIR SIDE REACH OVER SIDE REACH OVER SIDE REACH OVER DIRECTION TURN-AROUND CLEAR FLOOR OBSTRUCTION OBSTRUCTION SMALL OR NO f m SPACE OBSTRUCTION CABINETS v o CENTER OUTLETS & z OFBTM CLEAR FLOOR AREA OUTLET BEYOND SWING OF Ankrom Moisan DOOR ADA-TYPICAL SYMBOLS AND SIDE REACH RANGE DIAGRAMS ADA DEVICE AND CONTROL LOCATIONS A B FRONT APPROACH- FRONTAPPROACH- HINGE APPROACH- HINGE APPROACH- 67205W MACADAM AVENUE,SUITE 100 PORTLAND,OR PULL SIDE PUSH SIDE PULL SIDE PULL SIDE HINGE APPROACH- LATCH APPROACH- LATCH APPROACH- 97219 T 503-245-710100 PUSH SIDE PULL SIDE PUSH SIDE z # # 117 SOUTH MAIN STREET,SUITE 400 E--> = SEATTLE,WA 98104 T 206-576-1600 f * # z z (D ANKROM MOISAN ARCHITECTS,INC. 12"' 12"* 22"MIN 24"MIN 24"MIN < t8"MIN MIN 36"MIN 42"MIN MIN HORN CONSULTING ENGINEERS LLC STRUCTURAL 1302 SW BERTHA BLVD. PORTLAND,OR 97219 T 503-892-5782 MANEUVERING CLEARANCES AT MANUAL SWING DOORS * DOORS WITH BOTH LATCH&CLOSER ** 54"MIN,IF CLOSER IS PROVIDED ADA- DOOR CLEARANCES ***48"MIN IF CLOSER IS PROVIDED C RECESSED DOORS- RECESSED DOORS- RECESSED DOORS- 3 PULL SIDE PUSH SIDE PUSH SIDE WITH CLOSER AND LATCH oo Y 12"* z CHANGES IN FLOOR CHANGES IN FLOOR J z MIN z z z LEVEL LEVEL Q e M 60"MIN - 60"MIN m � 18"MIN n x 6o do w n n x x 60"MIN N In Q z N F F QJQ ^ W (�J/ V, 3 3 0 � � O 2 W 0 0 > 0 o Z � MANEUVERING CLEARANCE AT RECESSED DOORS TWO DOORS IN A SERIES V � ADA - RECESSES DOOR CLEARANCES ADA CLEARANCES AT DOORS IN SERIES ADA - FLOOR LEVEL TRANSITIONS Z 0 D E F 6"=1'_0" = O TOILET OR AMULATORY L/) ix TOILET STALL TOILET STALL Q � LAVATORY z DRINKING FOUNTAIN Q 1 17"-19" 17"-19" 1 L L 15-19" SIDEE WALL u TOiSIDE WALL 60" MIN z SURFACE MOUNTED TOILET uj � PAPER DISPENSER NOT ABOVE �/ Z z GRAB BARS O O z ROBE HOOK z 39"-41" INSULATE D NOTHING FLUSH WATER SUPPLY W z _ AND DRAINPIPES 17"MIN 17"MIN YW LL ALLOWED o - VALVE 14"MIN 036"MIN. 6" z ulz 3 z WITHIN ,p v I a M r° 12 42MiN Y V) z_ E - TOILET - ;n J 1 12"MIN. MAX U Q LJ'1 Q0 v° CLEARANCE RE E SED S.C. Y Vf � a az"G.B., S.N.R.AT _ '^ �++ w N �I SIDEWALL d z v 30 30 m io ao z z z w z z g W L(1 60 j Yc— v WOMEN'S m a o S.C.D/T.P.D., m o o r rpn s 4a z 4a a v v 0 E m 00 W MIN f �. rl S.N.R.AT � a0 � T.P.D. NQS � � ~ 2 ry Ol WOMENS 0 PROVIDE AN AMBULATORY NOTE:IF VANITY COUNTERTOP SPACE IS PROVIDED I !7� z MIN INSTALL WHERE 6 OR MORE IN NON-ACCESSIBLE DWELLING OR SLEEPING UNITS ACCESSIBLE URINAL ACCESSIBLE 16"-18MAX. ACCESSIBLE 6MAX 6MAX 4� w STALLS ARE LOCATED WITHIN THE SAME FACILITY,EQUIVALENT VANITY TOILET STALL �� WALL-HUNG LAVATORY TOE CLEAR 1' S"MAX TOE CLEAR ACCESSIBLE Q WITHIN A TOILET ROOM COUNTERTOP SPACE IN TERMS OF SIZE AND a PROXIMITY TO THE LAVATORY SHALL ALSO BE DRINKING FOUNTAIN REVISION DATE REASON FOR ISSUE > ADA- PUBLIC RESTROOMS PROVIDED TO ACCESSIBLEONITS ADA PUBLIC RESTROOMS 6/z7/ta CITY REVIEW COMMENTS u G H s z 0 ~ HIGHEST OPERABLE PART TO BE Z CENTERED ON MOUNTED 44"AFF PER AVALON wSTANDARDS TACTILE 52 z CHARACTERS U 0HIGHEST HIGHEST OPERABLE PART `(111WI,IIr) ,. ADA co OPERABLE ? f o PART R.H. \ 45° < � @PULL oQ � � b MEN NOT IN � 2 REQUIRMENTS IT HANDLE w �" (- PICTOGRAM = o �� z w0 `- ❑ o z �t it ww -, FIELD r. OW 0M F.E. NQ � � LOWEST NQ C ; H Z =)0 � xw = n1fN PERMIT SET = v+ z w OPERABLE w z w z j in oc o O u m > u o o - m w I .i RAISED ^ < a s u v~i v o PART v ,~i, o v w > f -----_. Q f r ¢ , m < _ a a - _ I. I ^ z ? CHARACTERS TO BE 5/8"-2" �d vp vn z aw O oG m N � — o I � j z o w m UO FIRE FIRE TELEPHONE ENVIRONMENTAL ROBE SURFACE AUTOMATIC PAPER TOWEL SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDARD SIGNAGE DATE REVISION ALARM EXTINGUISHER CONTROLS HOOK MOUNTED HAND DRYER DISPENSER/ DISPENSER DISPENSER DRINKING DRINKING 07.02.2015 J< PULL ELECTRICAL& SEAT TRASH FOUNTAIN FOUNTAIN < 3 STATION COMMUNICATION COVER RECEPTACLE PROJECT NUMBER SHEET NUMBER SCALE A5 . 0 0 o ADA -TYPICAL MOUNTING HEIGHTS DISPENSER 140880 SCALE I 0_L0 NTS o_ _ O KEYNOTES & ,pgpN 0 1 EXISTING WALL 2 NEW STUD PARTITION WALL tp, pgmim OR 3 PROVIDE BLOCKING BEHIND FINISH FOR BENCH ► /��s 1 4 BENCH-SEE DETAIL 12/A7.1 VP ` - 5 MIRROR-OWNER PROVIDED F TM fV O Ankrom Moisan - - 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE.WA 98104 T1 T 206-576-1600 -- ---- ` - - _- 0 ANKROM MOISAN ARCHITECTS, INC. _-%-- -----.--- HORN CONSULTING ENGINEERS LLC l1'-11" STRUCTURAL 1302 SW BERTHA BLVD. PORTLAND,OR 97219 T 503-892-5782 SALES FLOOR ENTRY 102 101 Ae.s B A31 1861 - -- 10'$= 7,-0• TT ........ T1 PATTER111 2 PATTER14 RETAIL NESTING TABLE _ lD R1 ,-8,. 'M- i Lu A J o� N = i cy o : o z o GRAPHIC PANELS Z Q 0 Lu a LL Ln - - o O (/) Z w YW 1 ENTRY PLAN u Q ° =)O 0 N nunuy Lu LL Ln I 4 I 1 I I I- Ln 0 00 REVISION DATE REASON FOR ISSUE -_.. UNISEX RR � DRESS RM i _._ Z Ir ------"t O , II q I l ---Si I I i 55 SF ZI I I I I A I I A -I --_ it -. � it A6S _B-__i__ __ �t _D A6.5 6.-. p --� -- -J I _ . \\ --=- ENLARGED O ------- INTERIOR PLANS 0 o < 106 -- - - 2 0 PERMIT SET i HALL t j i 105 d _ Cy i 87 SF LVT1 =p U U I ! DATE REVISION 07.02.2015 J N <3 UNISEX RR AND DRESSING ROOM PLAN PROJECT NUMBER SHEET NUMBER ' 2 140880 SCALE A691 A6.1 1/2"=1'-0" Off J/ 1/2 a = 1/ 0D P1 O KEYNOTES LAM1 /� Q 1 6" BLOCKING PLATE P3 P2 d P3 P3 /Q L P2 P3 P2 Dn (J�M Cc'S�Of� �r c 2 SEE DETAILS FOR BENCH - �• IDUCK S ll W Q� 3 O MIRROR (FOI ) CAKAROUNDMIRROR - - 4 REMOVE EXIST_ ULING PAPER TOWEL DISPENSER CL OF - ---- - -- -- -- P3 1 J I I • BLOCKING 5 EXISTING TOILET PAPER DISPENSER(VERIFY) ATCEl 11 - - 6 INSULATE'P'TRAP AND SUPPLY LINES / P2 P2 P2 P2 P2 / P3 'v P3 7 INSTALL 18'VERTICAL SIDE GRAB BAR / 8 PAPER TOWEL DISPENSER(FOIO) P3 P2 P2 P2 P2 ° - --- P3 7 n 9 SOAP DISPENSER(FOIO) FIXTURE- - \ \ 1 A7.1 10 NEW LIGHT FIXTURE \ \ _ CL OF �Ll " BLOCKING A Ankrom Moisan 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 P3 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 P3 � P1 tl P3 REMARKS: T�206L576-A6001� DD ��W SU(o FD) �� 1. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24"ARC OF THE NEAREST ®ANKROM MOISAN ARCHITECTS,INC. VERTICAL EDGE OFA DOOR OR IN AREAS SUBJECT TO HUMAN IMPACTOR OTHER / \ CL OF HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETYHORN CONSULTING ENGINEERS LLC / BLOCKING - — GLAZING MATERIAL PER SECTION 2406, OSSC. STRUCTURAL 1302 SW BERTHA BLVD. P3 / P3 2. FIELD VERIFY / \ PORTLAND,OR 97219 13 T 503-892-5782 N � �D P2 P3 P1 P1 P3 P2 �J CL OF L�j \ / 1 BLOCKING B D 7 A7.1 tlo 0 Y P2 P2 P3 O P2 P2 O P3 /Q L P3 J um aimG CL OF �� F - - W BLOCKING ATC ------7 M N P2 P2 P2 P2 P2 v cr P2 P2 P2 P2 P3 P3 P3 1 7 P3 P3 P3 G O A7.1 \ \ z CL OF BL _ _ \ \ Q Q OCKING ILD Ck 7z m Z Q ELEVATION Ln A6.5 1/4" = r-o^ j Q S � a W Ln 0� Z O OR l7 3 9 ~ z �d W 10 P3 P3 P3 10 � O V� � iW P3 a \ U Q I \ D 3: Y 8 p 7 FRP 7 \ 8 Q u Dy dY 1L`\1 LULu In Lu FRP 5 S FRP / FRP 6 = 00 Ln ® / 0) 0 A B C D W w 2 BATHROOM ELEVATION REVISION DATE REASON FOR ISSUE z z O a z z w u pEQ EQ EQ 2'-0" EQ CLOTHING INTERIOR a P3 HOOKS 0 CLOTHING \ ELEVATI NS x HOOKS P4 P4 n \ P4 IA J m T O LI a Q P4 2,_0, 2Z 2Z To � 2 To SET < w R a u n C 1 n a b =o A B C D U U 12 DATE REVISION 07.02.2015 J < 3 PROJECT NUMBER SHEET NUMBER N 3 FITTING ROOM ELEVATION 140880 00 A6.5 114" = 1'-0° SCALE A6 . 5 o� NO. 12 GAGE SUPPORT WIRE AT TWO FIXTURE 45° EACH WAY, ® © CORNERSRS SECUR DGPPOSITE 10 TO STRUCTURE . � . Aso TWO(2) MAIN L' FWMJWIN,��++ LATERAL WALL BRACE RUNNER LIGHT \J POP-RIVET SPREADER BAR ABOVE CEILING, CLIPS AT OPPOSITE OF filo 8" MAX OSURE ANGLE, ALTERNATE DIRECTIONS CORNERS Py TO CTURE PER FASTEN IN 12 CLOSURE ANGLE, 12 ASCE 7-10 SECTION TO STUDS 13.5.8.1 COMPRESSION POST AT 3 "20GA MTL STUD PLUMB TO .o• PERIMETER HANGER STRUCTURE ABOVE LENGTH NOT • p WIRE,Q) 12 FEETD.C. EACH WAY. TM TO EXCEED 8'-0" 1 PER 144 SQ FT o• OF CEILING AREA `4 . • MAIN RUNNER, 1 p 2:. • p 8 8" MAX. b.,0" IA O COMPRESSION STRUT, SO ` • (NO ATTACHMENT) p REQUIREMENTS: � . • Ankrom Moisan PERIM A, HANGER WIRE AT 450 TO STUDS -GRID SYSTEM RATING : HEAVY DUTY �` FASTENER ER HANGER b � CROSS RUNNER, 2 •Q . p CLOSURE ANGLE:2 INCHES IN o• WIRE 33 FOUR WAYS MAIN RUNNER, 1O -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT WALLS MAIN RUNNER, 1D 9 SAFETY WIRE ATTACHED TO CEILI MAIN RUNNER WITH POP RIVETS 2" O° GRID FIXTURE HOUSING,WRAPPED 6720 SW MACADAM AVENUE,SUITE 100 MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS • p b PORTLAND,OR 97219 EMT CONDUIT -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN o o• •� AROUND FIXTURE HANGING WIRE MIN. FOUR TIMES.SECURE AT T 503-245-7100 1/2" EMT CONDUIT UP TO 5'-10" RUNNER AT PERIMETER AT UNATTACHED WALLS DIAGONAL CORNERS NOT 3/4" EMT CONDUIT UP TO 7-8" ` D• CONTAINING MAIN RUNNER LIGHT CROSS RUNNER 117 SOUTH MAIN STREET,SUITE 400 1" EMT CONDUIT UP TO 9'-9" -SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS AND •4 .CLIPSSEATTLE,WA 98104 CROSS RUNNERS AT UNATTACHED CONDITIONS � PARTITIONS TYPICAL BRACING CONNECTION T 206-576-1600 METAL STUD SINGLE 1 5/8" METAL STUD(20 GAUGE) UP TO 12' LATERAL BRACING LATERAL WALL BRACING: IN LIEU OF BRACING NOTE: ABOVE CEILING PROVIDE ADJACENT WALL REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56L8 OR LESS. LIGHT FIXTURES WEIGHING ®ANKROM MOISAN ARCHITECTS,INC. BACK TO BACK 1 5/8" METAL STUD(20 GAUGE) UP TO 15' -PERIMETER SUPPORT HANGER WIRE FRAMING FOR LATERAL SUPPORT OF WALL. MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. SINGLE 2 1/2" METAL STUD(20 GAUGE) UP TO 13'-6" HORN CONSULTING ENGINEERS LLC BACK TO BACK 2 1/2" METAL STUD(25 GAUGE) UP TO 15' TYPICAL 2" WALL ANGLE TYPICAL 2" WALL ANGLE RECESS MOUNTED STRUCTURAL 1302 SWBERTHA BLVD. 1 GRID LATERAL FORCE BRACING 2 ATTACHED 3 (UNATTACHED) 4 WALL LATERAL BRACING 5 LIGHT FIXTURE SUPPORT PORTLAND, D,OR9219 PORTLAND,OR 97219 A7.1 11/2"=1'-0" TIGRIDLAT BRACINGA71 TITYPWALLANGLEATTACHEDUNATTACHED A7.1 3"=1'-0" TITYP WALL ANGLE ATTACHED UNATTACHED N.T.S. N.T.S. TI-WALL A7.1 TIRECESS MOUNTED LT FIX SUPPORT T 503-892-5782 A7.1 STRUCTURE 8 9B S 8" MAX 4 6 9A 11 3 v 7 iv FACE OF STUD Vy 13 2 SEE PLAN FOR FRAMED DROP WALL WIT DIAG.STAYS 4'-0" MAXCONT MTL PARTITION TYPE WALL. DO NOT CFASTEN TO ATTACHED TO 2 12 1 4'-0" 4'-0" ATTACHED TO CEILING 8 MAX CEILING GYP-BD 0 & MAX. LATERAL BRACE AT 12'O.C. MAX CONT. 16 GA x 6" METAL PLATE 3 STUD MIN.SPAN Y GRID SYSTEMS REQUIREMENTS: (4) 12 GA WIRES TUN AT 45 DEG (2)#10 x 5/8" - GRID SYSTEM RATING: HEAVY DUTY. ---- 7� SHEET METAL SCREWS TO STRUCTURE ABOVE J @ EA.STUD MIN. J - DESIGN REQUIREMENTS: CEILING MUST BE DESIGNED PER 2010 OSSC,CISCA MAXDIA THREAD ROD AT 4'-0"OC RECOMMENDATION FOR SEISMIC ZONES 3&4. M EACH WAY WITH CHANNEL INSTALLATION: 1 Yz"COLD ROLLED 16 GA STL W �jz CHANNEL AT 4'-0"OC m 1O MAIN RUNNERS:4 FEET O.C.,SUPPORTED WITH NO. 12 GA.WIRES AT 4 FEET O.C.(OR NO. Q N 10 GA.WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT NOT --------------- -- ----- N LESS THAN 200 POUNDS. #4 STL SPRING WIRE CLIP OR D n �XX A O2 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING CHANNEL D EQUAL AT EACH a O DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. - --- LGYPRDCFIIING ,• ..,...:- ., . :�: �'.�.,'.-..:'�::::. ::;.�.:,.''• - ' >_ :. 30 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. %"MTL HAT CHANNEL AT 24" OC SEE RCP PLANS FOR FINISH ELEVATIONS O Q 4O GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 OF DROP WALL AND CEILING GRID I_ Ur INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR(4)-NO. 12 GA.WIRES SECURED TO TYPE'X' GYP BD Ur MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE NOT PLASTIC LAMINATION- LAM 1 — Q EXCEEDING 45 DEGREES FROM CEILING PLANE.(B.)BRACE AT 12 FEET O.C. EACH WAY. Z SO COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, Lu SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS.STRUT TO BE COMPATIBLE WITH Q of SUSPENSION SYSTEM. BLOCKING METAL STUDS CEILING CLOSURE WALL 9 GYP BD CEILING SEISIMIC FRAMING © SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. A7.1 6" = 1'-0" 09DWAL16 1 1/2" = 1'-0" CEIL-DETAIL-01 A7.1 3" = 1'-0" X-CEILING SEISMIC.DWG j a 7� WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE OR w N EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE Z MINIMUM OF BACK-TO-BACK 1-1/4INCH COLD ROLLED CHANNELS. O i-f ® EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS Z LL MINIMUM. — O YW 9O LIGHT FIXTURE SUPPORT: DETAIL 13.SIMILAR FOR PENDANT LIGHTS. U >Q N A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS > WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE COMMON WIRES. N 0 itil B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE(2)-NO. 12 GA.SLACK WIRES W FROM FIXTURE HOUSING TO STRUCTURE ABOVE. = 0000 Lu C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM STRUCTURE Owl ABOVE,WIRES MUST BE TAUT. D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. w 10 INTERIOR PARTITION WALLS EXTENDING TO GRID,THAT DO NOT ALIGN WITH 4-WAY 2 BRACING OF GRID, MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 6. REVISION DATE REASON FOR ISSUE j 11 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT.OR PROVIDE FULL WOOD BENCH u HEIGHT PARTITION TO STRUCTURE. LAM 1 Z 12 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, 3'-6" Ll 2'-0" 0 (2)SIDES TO BE ATTACHED TO ADJACENT WALLS,(2)OPPOSITE ADJACENT SIDES TO BE UNATTACHED. ,Z PROVIDE BLOCKING 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH METAL SUPPORT AT EAST WALL OF DRESSING OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL BRACKET UO HORIZONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS ROOM DETAILS 0 WITH FLEXIBLE HEAD CONNECTION, �I 0 'o m A ELEVATION B SECTION � o ao j n� ow PERMIT SET DO NOT ATTACH ANYTHING TO THE UNDERSIDE Ra 1 , SUSPENDED CEILING NOTES 12 ACCESSIBLE BENCH OF THE ROOF DECK. ALL LOADS AND BRACING <z A7.1 N.T.S. TISUSPENDED CEIUNG NOTE A7.1 SCALE: 1/2" = V-0" DR BENCH MUST BE ADEQUATELY SUPPORTED FROM THE DATE REVISION uu .= GROUND OR FROM THE PRIMARY ROOF 07.02.2015 STRUCTURE. PROJECT NUMBER SHEET NUMBER NOTE: ALL STOREFRONT CONSTRUCTION MUST 50880LE ^ • 0� BE SUPPORTED FROM THE GROUND ONLY. VARIES /`1 a. _ MATERIAL KEY 0 LAM 1 PLASTIC LAMINATE ' NEVAMAR VALENCIA TEAK WT0003PV MTL1 METALMESH _.._...._ OF LAM 1 � . . . . . . . TM Ankrom Moisan z BACK ELEVATION 6720 SW MACADAM AVENUE,SUITE 100 A8.1 1/2" = 1'-0" PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 LAM 1 LAM 1 T 206-576-1600 p m � BACK-LIT YELLOW BACK-LIT YELLOW ©ANKROM MOISAN ARCHITECTS, INC. TRANSLUCENT ACRYLIC TRANSLUCENT ACRYLIC HORN CONSULTING ENGINEERS LLC STRUCTURAL Z 2 r8 o METAL MECH OVER LIGHTED METAL MECH OVER LIGHTED 1302 SW BERTHA BLVD. A8.1 0 v ry YELLOW TRANSLUCENT YELLOW TRANSLUCENT PORTLAND,OR 97219 ACRYLIC ACRYLIC T 503-892-5782 longj Hill _TN V Ln I A8.1 I 3 FRONT ELEVATION 5 SIDE ELEVATION e __---__------ 7 _ ; 110 II II O Fn , �1 I ' — I' Nil Nil CASH 30X CASH BC X BASH 3C X 13'-71/2" b W N � M Q N • � N I NJ 3 Aa.1 1'-3 1'-9 2'-0 " 1'-9 2'-0 1'-9 v 2„ 2„ 2 2„ 2„ I 2,. L/) O 1 SALES COUNTER PLAN 4 INSIDE ELEVATION 6 INSIDE ELEVATION O Q A8.1 v2"= r-0" A8.1 1/2" = r-o° z Q = O LAM 1 ILu X LED STRIP LIGHTING Q YELLOW TRANSLUCENT 0' ACRYLIC W L/1 Z O ADJUSTABLE SHELF- PL-09 0 I~_ 0 LED STRIP LIGHTING Ln Z w � CLW YELLOW TRANSLUCENT Y = 0 o ACRYLIC U >Q O 0 0 METAL SCREEN D > "e �r 0 W Q su,y N _ 00 w 0) 7 SECTION w A8.1 1"= 1'-0" REVISION DATE REASON FOR ISSUE > G s Z 0 z w v of CASEWORK DETAILS 0 Qco � o o� �ce PERMIT SET � a ¢ z 0 = uu . z DATE REVISION Z _ < 07.02.2015 < 3 Q PROJECT NUMBER SHEET NUMBER ..N C° SCALE �� • w O� SCALE I � = VARIES G PN FFSJiO 51 9PE I 'L OR ON J9N 12 19�� �q�lD J. Expires: 6-30-17 5TRUCTURAL NOTES COVE: 2014 O,S.s.C. m DESIGN LOADS, a DEAD LOAD - AS REQUIRED SEISMIC - SDS a 0.126 U J m m 3 COLD FORM STEEL FRAMING: w N L 2001 AISI,ASTM A653 GRADE 33 UL W U w�.�j yAj U�pS c LEGEND z �do�c INDICATES NEW SUSPENDED CEILING a INDICATES WALL EELOW FRAMING LEVEL o A o E SUdd uJ e NDICATES DETAIL REFERENCE APPLIES TO ALL SIMILAR LOCATIONS v w ec>m+Ae'rers axxi�ssr txA* ALL IXBi1G CLWIIILNe BNfMM CN 11FAf ftA`8 AIE ACOIOAIE tllfH ACINI i8D flAOltl'W AXT DB.]'e3MCE4 eM?lD� BAarArt ro nE ALIpIIYII a ICE Ae ecru M 11lT.ME DBcos®. DBLILKR TE BKNANE MD STk fOR 11EBE SIRYTFAL DRNIIYE AfE Y&D)QLTWBI Yl1tPN!®m A DEYfLW'fiAf YD LT BFSSFIC aBr a em,crwx cAuuanaa rr�rAra:o m Inra can er>•�e uc ao eexID arta a S1 ST A•P mo erxanrE m ne Brr�t.uee STYp afffAiBd1H6�JCM5IWCIKN BVY11 DE R Qly le1H ADA/y1Y 9Ef Af4KhFD BT RE ILKAL JJdeOILfKN xis � - - L--M--IF fy p/'��� O EXIST.STL 1l STUD WALL EXIST.STL o IfZl/ STUD WALL - 3 z ry :: II ta eBv. 2 ELw • xls � CROSS EMS GTP.ED SU5PBIDED •24'OL,TYP {F— CEILNG uV 2'-O'x 4'-O' GRID SUPPORT,TYP •4MAIN.C,TYP 5U5PENDED CEILING FLAN RE V IS I ONS: 1 SUSPENDED CEILING PLAN S 1 SCALE: V4'=I'-0' DATE: 6.15.15 SCALE: 1/411 = I'-01' DRAWN: JPG JOB NO: AMA-I5-0I 0 G IN FFss% 51 9PE 'L EXIST. SPRING CLIP INSERTS COMPRESSION POST ISUL / I G IN HOLE IN POST UR ON INSTALL SPLAY WIRES VERT.12 GA SPLAY WIRE WITHIN 2" OF CROSS BM EXIST.ROOFING/ SECURED TO MAN BM INTERSECTION INSUL /SHTG q�lD J. Nie' 45' OR LESS 45'OR LESS Expires: 6-30-11 bOOPDS125-IS STUDS '> • 24"OL. EXIST.STL m 4-I2 GA SPLAY WIRES SECURED TO MAIN BMo SUSP.CLG PER /52.1 RAFTERS l'-O.OL. a EXIST.STL 2-10 TEK 3SCREWS J �S _ 0 EA VERT. cc W C�151'1 Xc W s bOOPDSI25-19 BLK'G 45' OR LESS /'•' PER 4/521 z Ta;r'c. E 045' ORLESS � @ GA 5PLAYWIRE PERIMETER WALL ANGLE z o,� 'v /�% / •-,� o W/1-90 TEK SCREW (CHICAGO METALLIC 142ODI) Z s ..c — / / a¢--- 7YPX =aa-iul GB.•EA FACE UIW CROSS E" MAIN BM SPLAY WIRE CONN. MAIN BM / GROSS BM SPLAY WIRE CONN. ROOF DECK NEW ME GLC TO NEW STUD WALL 1 SCALE! V.S. 2 SCALE: r.r-o' I I CLIP19GAx 3'Lx0'-3' e(MP'efQtYWL,,ssrnue AlL pmnnmpme•xai 1"4' w .M.cnu�iac mortnn w/2-90 TEK SCREWS "^D°O�"'�"•"1D� eosin m ae'nenn�a TO BLK* t WEB JST 4 4 xz M'm M • AE EXIST.ROOFNG/ 2. INSUL /SHT'G S2 •mcnwL CRrrre aE veLo aar oel °eu.om ne snows:wo Hier rae nee 4005131-33 DIAG'S WStl&VW ic�¢n M �AFWm� 'OL.W/2-90 U "a""""'"a BCAG a u.c ao WA e o �r errr ro enunua m ns er+®eeioee SCREWS•EA END mrrAFFE"MMSW..0aeeecM !WL eE P91q•'ED aW�ee A OA/1G Ef AFMLWW m nc IcuL weocizx 4005131-33 VERTS - - --- / 0 ——— o • 24"OL. 0 0 • • • SUSP.CAA PER - (e ------ ___ — -- --- —---- — I/62J L— I — e EXIST.5TL bOOFDSl25-19 BLK'G RAFTERS &W.CLG PER 4005131-33 I/52J bOOPD5125-19 BLK'G DIADS•7J'or—MAX w/2-90 TEK SCREWS •EA END O I 3 I PERIMETER WALL ANGLE CLIP 19GA z 3'L x O'-3" ——— AGO METALLIC 1420DU -- -- ___ ----------- CLIPSGAx 3"Lx0'-3" • .p • 1..� ___ — ———— w/2-90 TEK SCRMo o •i • •I I.1 • — I• o o w/2-90 TEK SCREWS — 1/6"GB. 13 TOBLKYs4WED JST o o I I -------_-- —I— ---------_— I I— 1 1 0 0 --- TOBLK'G4UBJST -- RIMETER 1 (CHIGCAGO METALLIC IC1420DU 1� 4'e"GJ3. (S) n0-)'' ND 4005131-33 VE 4006131-33 �l e 24" O.C. END TRACK X END TRAAC3K ` o D Z UV S 4'-0" I I 4005131-33 90 TEK SOWS 1,1 i•I • EA END Cs CID 4005131-33 3 SOFFIT BRAGINCx SCAJ.E. 1'.I'-O' DIAG'S• 12'O.C.MAX w/2-90 TEK SOWS SOFFIT" BRACINCx •EA END ,{� 4 SCALE: 1'.1'-0• C) 600PD5125-19 BLK'G PER 4 /52.1 bOOPDSQYG 5-IS BLK - - PER 4/S2J 4005131-33 — --- D���� � DIAGS T2'OL.MAX w/2-90 TEK SCREWS •EA EIS NEW 4005131-33TOP /807 -- — — ---------- HORIZ Ib"OL. SUSP.CLG PER I /52.1 at 3-TEK SCREWS •EASTLSTUD ----- - --- -- -— • II II NEW 4005131-33 VMS I II II I REVISIONS: PERIMETER WALL ANGLEREVISIONS: (CHC"METALLIC 142ODI) NEW 4005131-33 CLG JSTS •24'OL.w/ EXIST.FULL HT NEW 4005131-33 VERTS 390 TEK SCnWS EXIST.RILL NT PEW 4005131-33 VER75 STEEL SND WALL • 16"OL.w/2-90 a EA END STEEL STUD WALL 1• K"O.C.W/2-90 TEK SCREWS•EA END rE1K SCREWS •EA END DATE: 6.15.15 DRYUL4LL PER ARCH DRYWALL PER ARCH SCALE: 111 = 1'-0II DRY WALL PER ARCH DRAWN: JFG JOB NO: AMA-I5-OI '• II II I NEW fAJ°.eP.CLG PER I /521 I II II I PEW 400150-30 TRACK w/2-90 TEK SCREW5 •EA VERT NEW WALL SOFFIT EXIST. STEEL STUD WALL SOFFIT NEW WALL SOFFIT EXIST. STEEL STUD WALL FJ '_ 6 SCALE: I'•I'-O' 1 SCALE: ' ' o SCALE: ?